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Agenda 09/02/2014 PELICAN BAY SERVICES DIVISION Municipal Service Taxing and Benefit Unit NOTICE OF PUBLIC MEETING TUESDAY, SEPTEMBER 2, 2014 THE CLAM BAY COMMITTEE OF THE PELICAN BAY SERVICES DIVISION WILL MEET TUESDAY, SEPTEMBER 2 AT 2:00 PM AT THE COMMUNITY CENTER AT PELICAN BAY, 8960 HAMMOCK OAK DR., NAPLES, Fl. AGENDA The agenda includes, but is not limited: 1 . Roll call 2. Agenda Approval 3. Audience comments 4. Updates on the following: a. BCC approval of Clam Bay NRPA Management Plan b. Preparation of 10-year permit application c. Dredging of Clam Pass d. Request for County funds for Clam Bay activities 5. D. Buser e-mail re: Clam Bay NRPA management plan 6. RFP for Clam Bay Services after April 2015 7. Copper in Clam Bay 8. Safety in Outer Clam Bay 9. Next meeting 10. Other 11 . Adjourn ANY PERSON WISHING TO SPEAK ON AN AGENDA ITEM WILL RECEIVE UP TO ONE (1) MINUTE PER ITEM TO ADDRESS THE BOARD. THE BOARD WILL SOLICIT PUBLIC COMMENTS ON SUBJECTS NOT ON THIS AGENDA AND ANY PERSON WISHING TO SPEAK WILL RECEIVE UP TO THREE (3) MINUTES. THE BOARD ENCOURAGES YOU TO SUBMIT YOUR COMMENTS IN WRITING IN ADVANCE OF THE MEETING. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDING PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD IS MADE, WHICH INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS AN ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING YOU ARE ENTITLED TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE PELICAN BAY SERVICES DIVISION AT (239) 597-1749. VISIT US AT HTTP://PELICANBAYSERVICESDIVISION.NET. 8/27/2014 9:44:53 AM ResnickLisa Subject: Seagate Response to Draft Clam Bay Management Plan (by D. Buser, 7/2/14) From: "davidbuser(c�comcast.net"<davidbuser@comcast.net> To: djtrecker(c�yahoo.com, naplessusanco.net, "Cravens,Tom"<nfn16799naples.net>, "Chicurel,Joesph"<jchicurel@gmail.com>, fcdickson@comcast.net, "Domenie,Johan"<hobodonacomcast.net>, "hunter hansen"<hunter.hansen@waldorfastoria.com>, "laizzo, John"<iaizzo(cr�comcast.net>, mikelevy435(a)gmail.com, sstreckenbein(a�yahoo.com, "John Sorey" <jsorev@naplesgov.com> Cc: "Fred Coyle"<FredCoyle(a�colliergov.net> Sent:Wednesday,July 2,2014 1:45:06 PM Subject: Seagate response to Draft Clam Bay Management Plan Pelican Bay Services Division Board: Regarding: Draft Clam Bay Management Plan. This e-mail represents the first formal response from the Seagate Board pertaining to the Draft Management Plan for the Clam Bay estuary. We have reviewed the document in its entirety and regret that at this time we will need you to remove the Seagate endorsement of the document. We have serious concerns with some of the language in the plan regarding both environmental and recreational components. Seagate will be writing a formal response to the Board of County Commissioners regarding these and other related issues. We regret that we were not able to attend todays meeting in person. We do appreciate the fact that the process of developing the plan has at least been discussed in open meetings. However, Seagate has not been a party to the writing of this document and we see some very clear flaws in the document. The following is a brief summary of our concerns. Seagate requests that the PBSD not bring the document to the BCC for approval at this time for the following reasons Environmental: • The original Clam Bay Restoration and Management Plan clearly recognized that improving water circulation within Outer Clam Bay by enlarging the channel from Clam Pass to Outer Clam Bay was a critical component of restoring the estuary. The PBSD has removed this component from the current draft management plan. Seagate finds this extremely problematic and we see no scientific explanation or analysis this supports removing this from the management strategy for the estuary. • Collier County and Dr. Tomasko developed new water quality standards for the estuary which were accepted by federal and state permitting agencies. The studies leading up to the new water quality standards should certainly be an integral component of any new management plan. • Collier County and Dr. Tomasko developed new water quality testing sampling methods. Any new management plan should include this same water sampling methodology since it was specifically designed to ensure that appropriate data is collected to ensure that the new water quality standards are being met • We know for certain that the estuary is impaired due to copper contamination from upland lakes within the Pelican Bay subdivision. The Management Plan must include a program to do sediment testing to determine if toxic sediment needs to be removed to help restore the submerged resources within the estuary. Seagate is aware that the PBSD has finally stopped putting copper in the majority of the Pelican Bay lakes. However, a clear and concise plan to test for copper in upland bodies of water and within sediment in the estuary is not included in the new management plan. • Basically the proposed management plan does not do anything to address ways to improve the health of Outer Clam Bay. 1 Navigation: • The proposed management plan must describe the channel leading from Clam Pass to Outer Clam Bay as a mixed use waterway rather than as a canoe kayak trail. • The document clearly omits the fact that the waterway is a public waterway and is under federal and state jurisdiction. • The reference to boaters traveling at unsafe speeds should be removed from the document. This statement is inflammatory and non-factual and should be removed from the document. There is no enforceable speed limit in the estuary, and any reference to boats traveling at unsafe speeds is incompatible with the facts. • The document fails to list navigation by motorized vessels as a legal use of the waterway. Purposeful omission of this fact will lead to continued arguments and possible legal battles over the issue of navigating the waterway with motorized vessels. • The designation of the estuary as a NRPA is a county designation and does not create an overlay in which dredging of problem shoals for safe navigation cannot occur. Seagate has verified this with the State and Federal permitting agencies. The inclusion of language stating that the waterway will not be dredged for navigation is language specifically inserted into the document in an attempt to block continued safe navigation. Any reference in the document stating that dredging for navigation cannot be performed is a political strategy that does not benefit the environment and the language should be removed from the document. Beach Re-nourishment: • The sand removed from the dredging of Clam Pass has historically been placed on the down drift(public beach) and has been used to re-nourish the beach at Clam Pass Park. • The document contains language that the sand will not be used for beach re-nourishment. This language must be removed from the management plan. • The language is incompatible with the reality that the sand from the inlet has always been used for beach re- nourishment. • The PBSD recently dredged the inlet on two separate occasions, the draft plan states that the Inlet was only dredged once in 2013. On both occasions, the beach quality sand was used for beach re-nourishment. • The PBSD and the BCC allowed the sand dredged from the inlet in 2013 to be used for beach re-nourishment. Changes in the management plan: • The plan should clearly state that the BCC can alter and amend the plan in the future on its own. • The plan can reference the PBSD as having the ability to make recommendations to the BCC, but ultimately the management of the estuary is at the discretion of the BCC as well as State and Federal agencies. • Any language requiring future changes in the management plan to be approved by the PBSD prior to being considered for approval by the BCC must be removed from the management plan. Seagate is willing to meet with a representative from the PBSD to discuss these issues. In addition, we will likely have additional comments and concerns after we review todays meeting. We would also appreciate the opportunity to discuss any changes in the draft management plan with Mike Bauer of the City of Naples. We regret that Seagate is even in a position that we are forced to bring these issues to your attention, since they should be self evident to virtually anyone reading the draft management plan. Sincerely, David Buser, MD, MS President Seagate Property Owners Association 2 REQUEST FOR PROPOSAL C.,0iity Administrative Services Division Purchasing COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS RFP 10-5571 "Environmental & Biological Studies" REVISED Jack Curran, Purchasing Agent 239-252-6098 (Telephone) 239-252-6596 (Fax) JohnCurran@colliergov.net(Email) This proposal solicitation document is prepared in a Microsoft Word format. Any alterations to this document made by the Vendor may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Pude Depann•ert•3327 Tamiarni Tram East•Piap es,Forida 34112-4901•vx:•uollrergov netipurchasing Cofer Comity Administrative Services Division Purchasing Legal Notice Sealed Proposals to provide environmental & biological studies will be received until 3:00 P.M. Naples local time, on December 10th, 2010 at the Collier County Government, Purchasing Department, 3327 Tamiami Trl E, Naples, FL 34112-4901. Solicitation RFP 10-5571 "Environmental & Biological Studies" Services to be provided shall include, but not be limited to the following:"Environmental & Biological Studies". A non-mandatory pre-proposal conference will be held on November 15, 2010, commencing promptly at 9:30 AM, and will be held in the Purchasing Department Conference Room, Collier County Government, Purchasing Department, 3327 Tamiami Trl E, Naples, FL 34112.. If this pre-proposal conference is denoted as "mandatory", prospective Vendors must be present in order to submit a proposal response. All statements shall be made upon the official proposal form which may be obtained on the Collier County Purchasing Department E-Procurement website: www.colliergov.net/bid. Collier County does not discriminate based on age, race, color, sex, religion, national origin, disability or marital status. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, BY: /S/ Stephen Y. Carnell, C.P.M. Purchasing & General Services Director This Public Notice was posted on the Collier County Purchasing Department website: www.colliergov.net/purchasinq and in the Lobby of Purchasing Building "G", Collier County Government Center on October 29, 2010. Pu'chasirg Department•3301 Tam+ami Trail East•Naples Florida 34112•www colliergov.net/purchasing RFP 10-5571 "Environmental&Biological Studies" 2 Exhibit I: Scope of Work, Specifications and Response Format As requested by the Collier County Purchasing Department (hereinafter, the "Division or Department"), the Collier County Board of County Commissioners Purchasing Department (hereinafter, "County") has issued this Request for Proposal (hereinafter, "RFP") with the intent of obtaining proposals from interested and qualified firms in accordance with the terms, conditions and specifications stated or attached. The Vendor, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated herein. Additionally, Proposers may also propose alternate solutions to achieve the requirements of the Scope of Work. Background The contracts are classified as fixed term Countywide Agreements for various and miscellaneous professional environmental consulting and biological services which will be utilized on an as-needed basis. Assignments shall be implemented with Work Orders subject to a maximum of $200,000 per Work Order without BCC approval and with a maximum annual contract amount of$750,000. Work Order assignments in excess of$200,000 shall be approved by the Board of County Commissioners. For each assigned Work Order, Collier County reserves the right to task the selected Consultant to perform services that are deemed necessary by Collier County to be performed, which are related to the services outlined herein, but which are not specifically set out in this RFP. The County reserves the right to order such services from selected firms as may be required during said period, but does not guarantee any minimum or maximum services to be ordered during the period specified from any given firm. Work service assignments shall be at the sole discretion of the County. The selected firms shall be responsible for knowledge of and compliance with all relative local, state and Federal codes and regulations. Additionally, each staff member assigned to a County project(s) shall have a minimum of five (5) years experience that is directly related to the required tasks. Detailed Scope of Work Section A It shall be understood and agreed that any and all services, materials and equipment shall comply fully with all Local, State and Federal laws and regulations. Contractor responsibilities include: • Assist the County by reviewing and commenting on the project from an environmental compliance perspective, and • Review and coordinate with the permitting consultants and regulatory agencies regarding (note: list is representative but may not be all-inclusive): • wetland delineation, RFP 10-5571 "Environmental&Biological Studies" 3 o Wetland quality, o Mitigation, o Threatened & endangered species surveys, and o Other requirements necessary for obtaining South Florida Water Management Department and U. S. Army Corps of Engineers Permits. SCOPE OF SERVICES The Clam Bay Mangrove Monitoring and Maintenance Program is a plan to analyze the ecological health of the mangrove system within the Clam Bay Estuary, which includes specific monitoring activities to monitor prior restoration activities within the Clam Bay ecosystem and the regeneration of dying mangroves. The Clam Bay Ecosystem is located along the west coast of Collier County, west of the Pelican Bay Residential Community. In response to the problems that resulted in several die-off's, numerous initiatives were undertaken for restoration of these areas under a ten year permit of the Clam Bay Restoration and Management Plan. Restoration initiatives and the ten year permit have ended but efforts continue for mangrove monitoring and maintenance. An integral part of the Clam Bay Mangrove Monitoring and Maintenance Program includes biological and hydrographic monitoring to analyze the ongoing effects of the improvement initiatives previously undertaken in the Clam Bay System to restore the die-off areas and to help identify future initiatives necessary to assure a healthy mangrove estuary system. • Biological Monitoring Ground truth plant communities and habitats that make up the Clam Bay system, surveying by both qualitative and quantitative methods to field-verify conditions as concurrently as possible with aerial photography to be taken by Pelican Bay Services in July of each year. These monitoring results shall be compared to the previous years' monitoring so that overall health/biological trends shall be assessed for each quadrant, transect, or plot studied. Main areas of focus presently are mangrove communities. • Hydrographic Monitoring Analysis of data collected from tide gauges and interior water level logger devices positioned within the Clam Bay System. This information will be used to assess the hydrographic efficiency of the Clam Bay System. This data will be compared with historical data to determine if any additional system surveying should be implemented for further analysis. • Report Preparation and Presentation The Clam Bay monitoring program includes biological and hydrographic analysis with reports prepared for each. An overall summation and analysis of these reports shall be performed to develop an annual management report. This report, based upon professional observations and results of various monitoring activities, shall annually access the direction of future Clam Bay maintenance initiatives. It will be used to determine the most effective environmental approach to proceed with the Clam Bay Mangrove Monitoring and Maintenance Program. The selected Consultant shall also review and audit all correspondence, including all permit applications, between consultants and regulatory agencies pertaining to environmental issues. This review shall document the completeness and accuracy of said correspondence. RFP 10-5571 "Environmental&Biological Studies" 4 There will be an emphasis on providing cost-effective solutions to the County during the permitting process. The selected Consultant for a project shall provide these services independent of other firms who may be providing similar services on a project or projects. The Consultant shall further track all project permits and ensure permit special condition compliance. The Consultant shall assist and advise the County Project Managers in environmental matters and issues. Contractor personnel requirements include: Degreed (biological science and/or natural resource management) and minimum five (5) years experience in similar work Reporting Requirements: • Complete plan sets at 30%, 60%, 90%, and 100% (in both electronic and hard copy). Latest Release of AutoCAD • Provide Gantt Charts • Provide Deliverable Schedule Scope of Service Section- B It shall be understood and agreed that any and all services, materials and equipment shall comply fully with all Local, State and Federal laws and regulations. Contractor responsibilities include: The selected Consultants will assist the County by reviewing and commenting on the project from an environmental compliance perspective. The Consultants will review and coordinate with the permitting consultants and regulatory agencies regarding: Note: list is representative but may not be all-inclusive: • wetland delineation, • wetland quality, • mitigation, • threatened & endangered species surveys, • other requirements necessary for obtaining South Florida Water Management Department and U. S. Army Corps of Engineers Permits. The selected Consultant shall also review and audit all correspondence, including all permit applications, between consultants and regulatory agencies pertaining to environmental issues. This review shall document the completeness and accuracy of said correspondence. There will be an emphasis on providing cost-effective solutions to the County during the permitting process. The selected Consultant for a project shall provide these services independent of other firms who may be providing similar services on a project or projects. The Consultant shall further track all project permits and ensure permit special condition compliance. The Consultant shall assist and advise the County Project Managers in environmental matters and issues. RFP 10-5571 "Environmental&Biological Studies" 5 Term of Contract The contract term, if an award(s) is/are made is intended to be one (1) year with three (3) one (1) year renewal options, Prices shall remain firm for the initial term of this contract. Requests for consideration of a price adjustment must be made on the contract anniversary date, in writing, to the Purchasing Director. Price adjustments are dependent upon budget availability and Program Manager approval. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. Projected Solicitation Timetable The following projected timetable should be used as a working guide for planning purposes only. The County reserves the right to adjust this timetable as required during the course of the RFP process. Event Date Issue Solicitation Notice October 29, 2010 Last Date for Receipt of Written Questions December 2, 2010, 9:30AM, Purchasing Dept Non-mandatory pre-solicitation meeting November 15, 2010, 9:30AM, Naples Local Time Addendum Issued Resulting from Written Questions or Pre- To be determined Proposal Conference Solicitation Deadline Date and Time December 10,2010, @3:00PM , Naples Local Time Evaluation of Vendor Submittals (Anticipated) December 2010 Vendor Presentations (Anticipated) December 2010 — January 2011 Completion of Contract Negotiations (Anticipated) January— February 2011 Board of County Commissioner's Contract Approval Date February 2011 (Anticipated) Response Format The Vendor understands and agrees to abide by all of the RFP specifications, provisions, terms and conditions of same, and all ordinances and policies of Collier County. The Vendor further agrees that if it is awarded a contract, the work will be performed in accordance with the provisions, terms and conditions of the contract. To facilitate the fair evaluation and comparison of proposals, all proposals must conform to the guidelines set forth in this RFP. RFP 10-5571 "Environmental&Biological Studies" 6 Any portions of the proposal that do not comply with these guidelines must be so noted and explained in the Acceptance of Conditions section of the proposal. However, any proposal that contains such variances may be considered non-responsive. Proposals should be prepared simply and economically, providing a straightforward concise description of the Vendor's approach and ability to meet the County's needs, as stated in this RFP. All proposals should be presented as described in this RFP in PDF or Microsoft Word format with Tabs clearly marked. If outlined in this RFP, the utilization of recycled paper for proposal submission is strongly encouraged. The items listed below shall be submitted with each proposal and should be submitted in the order shown. Each section should be clearly labeled, with pages numbered and separated by tabs. Failure by a Vendor to include all listed items may result in the rejection of its proposal. Proposers may submit for Section A or Section B or both. The scoring is based on 100 points for each section of scope. Vendors are to propose for each section Separately. The award will be a single vendor for section A: and Multiple vendors for Section B Tab I, Technical Proposal (Maximum 30 Points) Rating will be based on an assessment of the proposer's knowledge and understanding of the nature of the work as necessary to achieve a successful project. Information presented by proposer shall address the three (3) sections as outlined in the RFP and will be evaluated as the basis of this rating. The typical rating for this item is 30 points. Additional points will be given up to the maximum allotted for this item for a superior understanding of the overall purpose of, and the local need for, the proposed project; a superior approach to issues and concerns; a concise and well-conceived scope of work; and a schedule which is carefully coordinated with the scope of work. Tab II Expertise of Designated Staff(Maximum 15 Points) Rating will be based on the ability of individuals on the proposed project team to perform the required services for this project. Resumes of key personnel will be evaluated for ranking the proposer under this item. The typical rating for a proposer with personnel dedicated to the specific type of project work proposed will receive a rating of 8 points. Additional points will be given up to the maximum allotted for this item for previous work on projects connecting to, or directly related to, the proposed project; unparalleled experience and expertise of key personnel on the proposed project team; and demonstrated working relationships among key personnel on the proposed project team (i.e., having previously worked together on similar projects). RFP 10-5571 "Environmental&Biological Studies" 7 Tab Ill, Previous Performance on Similar Jobs (Maximum 15 Points) Proposer shall provide any information which documents successful and reliable experience in past performance, especially those performances related to the requirements of this Request for Proposal, i.e. permitting related services. Related project experience shall be restricted to those assignments undertaken with the last five (5) years. The firm shall have a minimum of five (5) years acceptable environmental consulting services experience with projects of similar size and scope. The proposer shall describe experience on these projects, including scope, tasks performed, and related information, and furnish at least five (5) project references with contact names, titles, telephone numbers, email and mailing addresses. The proposer shall furnish the names of three (3) public entities within the State of Florida with whom the consultant has acceptably contracted for work within the past five (5) years. The proposer shall include contact names and titles, name of agencies, telephone numbers, email and mailing addresses. These three (3) references may be included as part of the five (5) references as per the paragraph above. • Client name, address, and current email address and telephone number. • Description of services provided. • Time period of the project or contract. • Client's contact reference name and current telephone number. The typical rating for a firm with significant experience and satisfactory performance on related projects is fifteen (15) points. Additional points will be given up to the maximum allotted for this item for substantial experience on the same type of projects and outstanding performance on previous projects. Little or no experience on the type of project will receive fewer points. Failure to provide complete and accurate client information, as specified here, may result in the disqualification of your proposal. The County reserves the right to contact any and all references to obtain, with limitation, ratings for the following performance indicators include: • On a scale of 1-10, with 1 being very dissatisfied and ten exceeding your every expectation, how satisfied were you with the firm's performance? • What specifically did you like about their approach? • What do you believe were shortcomings or that they could have done better? • Did they meet your schedule requirements? • How were their communications?Were you always kept in the loop? • How responsive were they in addressing problems with the project? • How was the quality/experience/personality of their personnel? (Specifically the project manager?) • Would you use this firm again? • Additional comments A uniform sample of references will be checked for each Proposer. Proposers will be scored on a scale of 1 to 10, with 10 being the highest possible score. This score will also be used in determining the score to be given to the "past performance" evaluation factor for each proposal. RFP 10-5571 "Environmental&Biological Studies" 8 Tab IV, Cost Estimate Maximum (15 Points) Provide Cost estimate based on your firms experience with similar projects and complete this rate schedule and return with your proposal. RATE SCHEDULE Typical Industry Professional Designations Rate Principal Project Principal $ hr Project Manager GIS Specialist $ hr Ecologist, Permitting Senior Scientist Specialist $ hr Scientist Ecologist $ hr Environmental Technician $ hr GIS Analyst $ hr AutoCAD $ hr Expert Witness $ hr Administrative Assistant Clerical $ hr This list is not intended to be all inclusive. Hourly rate fees for other categories of professional, support and other services shall be mutually negotiated by the County and firm on a project by project basis as needed. Tab V, Project Approach and Understanding (Maximum 10 Points) Provide information that documents your firm's and subcontractors' qualifications to produce the required deliverables, including abilities, capacity, skill, and financial strength, and number of years of experience in providing the required services. Also describe the various team members' successful experience in working with one another on previous projects. Tab VI, Office Locations and Responsiveness (Maximum 5 Points) Provide the location and address of the office that would be servicing this project if awarded by Collier County. RFP 10-5571 "Environmental&Biological Studies" 9 Tab VII, Acceptance of Conditions Indicate any exceptions to the general terms and conditions of the RFP, and to insurance requirements or any other requirements listed in this RFP. If no exceptions are indicated in this tabbed section, it will be understood that no exceptions to these documents will be considered after the award, or if applicable, during negotiations. Exceptions taken by a Vendor may result in evaluation point deduction(s) and/or exclusion of proposal for Selection Committee consideration, depending on the extent of the exception(s). Such determination shall be at the sole discretion of the County and Selection Committee. Tab VIII, Required Form Submittals • Attachment 1: Vendor Checklist • Attachment 3: Conflict of Interest Affidavit • Attachment 4: Vendor Declaration Form • Attachment 5: Immigration Affidavit Certification and company's E-Verify profile page or memorandum of understanding • Attachment 6: Affidavit for Claiming Status as a Local Business • Attachment 7: Insurance Requirements RFP 10-5571 "Environmental&Biological Studies" 10 Exhibit II: General RFP Instructions 1. Questions Direct questions related to this RFP to the Collier County Purchasing Department E-Procurement website: www.colliergov.net/bid. Vendors must clearly understand that the only official answer or position of the County will be the one stated on the Collier County Purchasing Department E- Procurement website. For general questions, please call the referenced Purchasing Agent noted on the cover page. 2. Pre-Proposal Conference The purpose of the pre-proposal conference is to allow an open forum for discussion and questioning with County staff regarding this RFP with all prospective Vendors having an equal opportunity to hear and participate. Oral questions will receive oral responses, neither of which will be official, nor become part of the RFP. Only written responses to written questions will be considered official, and will be included as part of this RFP as an addendum. All prospective Vendors are strongly encouraged to attend, as, this will usually be the only pre- proposal conference for this solicitation. If this pre-proposal conference is denoted as "mandatory", prospective Vendors must be present in order to submit a proposal response. 3. Compliance with the RFP Proposals must be in strict compliance with this RFP. Failure to comply with all provisions of the RFP may result in disqualification. 4. Ambiguity, Conflict, or Other Errors in the RFP It is the sole responsibility of the Vendor if the Vendor discovers any ambiguity, conflict, discrepancy, omission or other error in the RFP, to immediately notify the Purchasing Agent, noted herein, of such error in writing and request modification or clarification of the document prior to submitting the proposal. The Purchasing Agent will make modifications by issuing a written revision and will give written notice to all parties who have received this RFP from the Purchasing Department. 5. Proposal, Presentation, and Protest Costs The County will not be liable in any way for any costs incurred by any Vendor in the preparation of its proposal in response to this RFP, nor for the presentation of its proposal and/or participation in any discussions, negotiations, or, if applicable, any protest procedures. RFP 10-5571 "Environmental&Biological Studies" 11 6. Delivery of Proposals All proposals are to be delivered before 3:00PM , Naples local time, on or before November 23, 2010 to: Collier County Government Purchasing Department 3327 Tamiami Trl E Naples FL 34112 Attn: ,Jack Curran, Purchasing Agent The County shall not bear the responsibility for proposals delivered to the Purchasing Department past the stated date and/or time indicated, or to an incorrect address by Vendor's personnel or by the Vendor's outside carrier. However, the Purchasing/General Services Director, or designee, shall reserve the right to accept proposals received after the posted close time under the following conditions: • The tardy submission of the proposal is due to the following circumstances, which shall include but not be limited to: late delivery by commercial carrier such as Fed Ex, UPS or courier where delivery was scheduled before the deadline. • The acceptance of said proposal does not afford any competing firm an unfair advantage in the selection process. Vendors must submit one (1) paper copy "Master," and five(5) compact disks (CD's) with one complete copy of the proposal on each CD in Word, Excel or PDF. List the Solicitation Number and Title on the outside of the box or envelope/CD. 7. Validity of Proposals No proposal can be withdrawn after it is filed unless the Vendor makes their request in writing to the County prior to the time set for the closing of Proposals. All proposals shall be valid for a period of one hundred eighty (180) days from the submission date to accommodate evaluation and selection process. 8. Method of Source Selection The County is using the Competitive Sealed Proposals methodology of source selection for this procurement, as authorized by Ordinance Number 87-25, and Collier County Resolution Number 2006-268 establishing and adopting the Collier County Purchasing Policy. The County may, as it deems necessary, conduct discussions with qualified Vendors determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 9. Evaluation of Proposals The County's procedure for selecting is as follows: 1. The County Manager shall appoint a Selection Committee to review all proposals submitted. 2. Request for Proposals issued. RFP 10-5571 "Environmental&Biological Studies" 12 3. Subsequent to the closing of proposals, the Purchasing Agent and Project Manager shall review the proposals received and verify whether each proposal appears to be minimally responsive to the requirements of the published RFP. 4. Meetings shall be open to the public and the Purchasing Agent shall publicly post prior notice of such meeting in the lobby of the Purchasing Building at least one (1) day in advance of all such meetings. 5. The committee members shall review each Proposal individually and score each proposal based on the evaluation criteria stated herein. 6. Prior to the first meeting of the selection committee, the Purchasing Agent will post a notice announcing the date, time and place of the first committee meeting. Said notice shall be posted in the lobby of the Purchasing Building not less than three (3) working days prior to the meeting. The Purchasing Agent shall also post prior notice of all subsequent committee meetings and shall endeavor to post such notices at least one (1) day in advance of all subsequent meetings. 7. The committee will compile individual rankings, based on the evaluation criteria as stated herein, for each proposal to determine committee recommendations. The committee may at their discretion, schedule presentations or demonstrations from the top-ranked firm(s), make site visits, and obtain guidance from third party subject matter experts. The final recommendation will be decided based on review of scores and consensus of committee. The County reserves the right to withdraw this RFP at any time and for any reason, and to issue such clarifications, modifications, and/or amendments as it may deem appropriate. Receipt of a proposal by the County or a submission of a proposal to the County offers no rights upon the Vendor nor obligates the County in any manner. Acceptance of the proposal does not guarantee issuance of any other governmental approvals. Proposals which include provisions requiring the granting of zoning variances shall not be considered. 10. References The County reserves the right to contact any and all references to obtain, without limitation, ratings for the following performance indicators: • On a scale of 1-10, with 1 being very dissatisfied and ten exceeding your every expectation, how satisfied were you with the firm's performance? • What specifically did you like about their approach? • What do you believe were shortcomings or that they could have done better? • Did they meet your schedule requirements? • How were their communications?Were you always kept in the loop? • How responsive were they in addressing problems with the project? • How was the quality/experience/personality of their personnel? (Specifically the project manager?) • Would you use this firm again? • Additional comments A uniform sample of references will be checked for each Vendor. Vendors will be scored on a scale of 1 to 10, with 10 being the highest possible score. This score will also be used in determining the score to be given to the "past performance" evaluation factor for each proposal. RFP 10-5571 "Environmental&Biological Studies" 13 11. Proposal Selection Committee and Evaluation Factors The County Manager shall appoint a Selection Committee to review all proposals submitted. The factors to be considered in the evaluation of proposal responses are listed below. Tab I, Technical Proposal 30 Tab II, Expertise of Designated Staff 15 Tab Ill, Previous Performance on Similar Jobs 15 Tab IV, Cost Estimate 15 Tab V, Project Approach and Understanding 10 Tab VI, Office Locations and Responsiveness 5 Local Vendor Preference 10 TOTAL 100 Tie Breaker: In the event of a tie, both in individual scoring and in final ranking, the firm with the lowest paid dollars by Collier County to the vendor (as obtained from the County's financial system)within the last five (5) years will receive the higher individual ranking. If there is a multiple firm tie in either individual scoring or final ranking, the firm with the lowest volume of work shall receive the higher ranking, the firm with the next lowest volume of work shall receive the next highest ranking and so on. 12.Acceptance or Rejection of Proposals The right is reserved by the County to waive any irregularities in any proposal, to reject any or all proposals, to re-solicit for proposals, if desired, and upon recommendation and justification by Collier County to accept the proposal which in the judgment of the County is deemed the most advantageous for the public and the County of Collier. Any proposal which is incomplete, conditional, obscure or which contains irregularities of any kind, may be cause for rejection. In the event of default of the successful Vendor, or their refusal to enter into the Collier County contract, the County reserves the right to accept the proposal of any other Vendor or to re-advertise using the same or revised documentation, at its sole discretion. RFP 10-5571 "Environmental&Biological Studies" 14 Exhibit Ill: Collier County Purchase Order Terms and Conditions 1. Offer and to comply with all carrier This offer is subject to cancellation by the regulations. Risk of loss of any goods COUNTY without notice if not accepted by sold hereunder shall transfer to the VENDOR within fourteen (14) days of COUNTY at the time and place of issuance. delivery; provided that risk of loss prior to actual receipt of the goods by the 2. Acceptance and Confirmation COUNTY nonetheless remain with This Purchase Order (including all VENDOR. documents attached to or referenced b) No charges will be paid by the COUNTY therein) constitutes the entire agreement for packing, crating or cartage unless between the parties, unless otherwise otherwise specifically stated in this specifically noted by the COUNTY on the Purchase Order. Unless otherwise face of this Purchase Order. Each delivery provided in Purchase Order, no invoices of goods and/or services received by the shall be issued nor payments made COUNTY from VENDOR shall be deemed to prior to delivery. Unless freight and be upon the terms and conditions contained other charges are itemized, any in this Purchase Order. discount will be taken on the full amount of invoice. No additional terms may be added and c) All shipments of goods scheduled on the Purchase Order may not be changed except same day via the same route must be by written instrument executed by the consolidated. Each shipping container COUNTY. VENDOR is deemed to be on must be consecutively numbered and notice that the COUNTY objects to any marked to show this Purchase Order additional or different terms and conditions number. The container and Purchase contained in any acknowledgment, invoice Order numbers must be indicated on bill or other communication from VENDOR, of lading. Packing slips must show notwithstanding the COUNTY'S acceptance Purchase Order number and must be or payment for any delivery of goods and/or included on each package of less than services, or any similar act by VENDOR. container load (LCL) shipments and/or with each car load of equipment. The 3. Inspection COUNTY reserves the right to refuse or All goods and/or services delivered return any shipment or equipment at hereunder shall be received subject to the VENDOR'S expense that is not marked COUNTY'S inspection and approval and with Purchase Order numbers. payment therefore shall not constitute VENDOR agrees to declare to the acceptance. All payments are subject to carrier the value of any shipment made adjustment for shortage or rejection. All under this Purchase Order and the full defective or nonconforming goods will be invoice value of such shipment. returned pursuant to VENDOR'S instruction d) All invoices must contain the Purchase at VENDOR'S expense. Order number and any other specific information as identified on the To the extent that a purchase order requires Purchase Order. Discounts of prompt a series of performances by VENDOR, the payment will be computed from the date COUNTY prospectively reserves the right to of receipt of goods or from date of cancel the entire remainder of the Purchase receipt of invoices, whichever is later. Order if goods and/or services provided Payment will be made upon receipt of a early in the term of the Purchase Order are proper invoice and in compliance with non-conforming or otherwise rejected by the Chapter 218, Fla. Stats., otherwise COUNTY. known as the "Local Government 4. Shipping and Invoices Prompt Payment Act," and, pursuant to a) All goods are FOB destination and must the Board of County Commissioners be suitably packed and prepared to Purchasing Policy. secure the lowest transportation rates RFP 10-5571 "Environmental&Biological Studies" 15 5. Time Is Of the Essence and transportation shall conform to all Time for delivery of goods or performance of applicable laws, including but not limited to services under this Purchase Order is of the the Occupational Health and Safety Act, the essence. Failure of VENDOR to meet Federal Transportation Act and the Fair delivery schedules or deliver within a Labor Standards Act, as well as any law or reasonable time, as interpreted by the regulation noted on the face of the Purchase COUNTY in its sole judgment, shall entitle Order. the COUNTY to seek all remedies available to it at law or in equity. VENDOR agrees to 9. Advertising reimburse the COUNTY for any expenses No VENDOR providing goods and services incurred in enforcing its rights. VENDOR to the COUNTY shall advertise the fact that further agrees that undiscovered delivery of it has contracted with the COUNTY for nonconforming goods and/or services is not goods and/or services, or appropriate or a waiver of the COUNTY'S right to insist make use of the COUNTY'S name or other upon further compliance with all identifying marks or property without the specifications. prior written consent of the COUNTY'S Purchasing Department. 6. Changes The COUNTY may at any time and by written notice make changes to drawings 10. Indemnification and specifications, shipping instructions, VENDOR shall indemnify and hold harmless quantities and delivery schedules within the the COUNTY from any and all claims, general scope of this Purchase Order. including claims of negligence, costs and Should any such change increase or expenses, including but not limited to decrease the cost of, or the time required for attorneys' fees, arising from, caused by or performance of the Purchase Order, an related to the injury or death of any person equitable adjustment in the price and/or (including but not limited to employees and delivery schedule will be negotiated by the agents of VENDOR in the performance of COUNTY and VENDOR. Notwithstanding their duties or otherwise), or damage to the foregoing, VENDOR has an affirmative property (including property of the COUNTY obligation to give notice if the changes will or other persons), which arise out of or are decrease costs. Any claims for adjustment incident to the goods and/or services to be by VENDOR must be made within thirty (30) provided hereunder. days from the date the change is ordered or within such additional period of time as may 11. Warranty of Non-Infringement be agreed upon by the parties. VENDOR represents and warrants that all goods sold or services performed under this 7. Warranties Purchase Order are: a) in compliance with VENDOR expressly warrants that the goods applicable laws; b) do not infringe any and/or services covered by this Purchase patent, trademark, copyright or trade secret; Order will conform to the specifications, and c) do not constitute unfair competition. drawings, samples or other descriptions furnished or specified by the COUNTY, and VENDOR shall indemnify and hold harmless will be of satisfactory material and quality the COUNTY from and against any and all production, free from defects and sufficient claims, including claims of negligence, costs for the purpose intended. Goods shall be and expense, including but not limited to delivered free from any security interest or attorneys' fees, which arise from any claim, other lien, encumbrance or claim of any third suit or proceeding alleging that the party. These warranties shall survive COUNTY'S use of the goods and/or inspection, acceptance, passage of title and services provided under this Purchase Order payment by the COUNTY. are inconsistent with VENDOR'S representations and warranties in section 11 8. Statutory Conformity (a). Goods and services provided pursuant to this Purchase Order, and their production RFP 10-5571 "Environmental&Biological Studies" 16 If any claim which arises from VENDOR'S beyond their control, including, but without breach of section 11 (a) has occurred, or is limitation to war, strikes, civil disturbances likely to occur, VENDOR may, at the and acts of nature. When VENDOR has COUNTY'S option, procure for the COUNTY knowledge of any actual or potential force the right to continue using the goods or majeure or other conditions which will delay services, or replace or modify the goods or or threatens to delay timely performance of services so that they become non-infringing, this Purchase Order, VENDOR shall (without any material degradation in immediately give notice thereof, including all performance, quality, functionality or relevant information with respects to what additional cost to the COUNTY). steps VENDOR is taking to complete delivery of the goods and/or services to the 12. Insurance Requirements COUNTY. The VENDOR, at its sole expense, shall provide commercial insurance of such type 15. Assignment and with such terms and limits as may be VENDOR may not assign this Purchase reasonably associated with the Purchase Order, nor any money due or to become due Order. Providing and maintaining adequate without the prior written consent of the insurance coverage is a material obligation COUNTY. Any assignment made without of the VENDOR. All insurance policies shall such consent shall be deemed void. be executed through insurers authorized or eligible to write policies in the State of 16. Taxes Florida. Goods and services procured subject to this Purchase Order are exempt from Florida 13. Compliance with Laws sales and use tax on real property, transient In fulfilling the terms of this Purchase Order, rental property rented, tangible personal VENDOR agrees that it will comply with all purchased or rented, or services purchased federal, state, and local laws, rules, codes, (Florida Statutes, Chapter 212), and from and ordinances that are applicable to the federal excise tax. conduct of its business. By way of non- exhaustive example, this shall include the 17. Annual Appropriations American with Disabilities Act and all The COUNTY'S performance and obligation prohibitions against discrimination on the to pay under this Purchase Order shall be basis of race, religion, sex creed, national contingent upon an annual appropriation of origin, handicap, marital status, or veterans' funds. status. Further, VENDOR acknowledges and without exception or stipulation shall be 18. Termination fully responsible for complying with the This Purchase Order may be terminated at provisions of the Immigration Reform and any time by the COUNTY upon 30 days Control Act of 1986 as located at 8 U.S.C. prior written notice to the VENDOR. This 1324, et seq. and regulations relating Purchase Order may be terminated thereto, as either may be amended. Failure immediately by the COUNTY for breach by by the awarded firm(s) to comply with the VENDOR of the terms and conditions of this laws referenced herein shall constitute a Purchase Order, provided that COUNTY has breach of the award agreement and the provided VENDOR with notice of such County shall have the discretion to breach and VENDOR has failed to cure unilaterally terminate said agreement within 10 days of receipt of such notice. immediately. Any breach of this provision may be regarded by the COUNTY as a 19. General material and substantial breach of the a) This Purchase Order shall be governed contract arising from this Purchase Order. by the laws of the State of Florida. The venue for any action brought to 14. Force Majeure specifically enforce any of the terms and Neither the COUNTY nor VENDOR shall be conditions of this Purchase Order shall responsible for any delay or failure in be the Twentieth Judicial Circuit in and performance resulting from any cause for Collier County, Florida RFP 10-5571 "Environmental&Biological Studies" 17 b) Failure of the COUNTY to act associated with this Purchase Order in immediately in response to a breach of accordance with Florida Statute Chapter this Purchase Order by VENDOR shall 112.061, Per Diem and Travel not constitute a waiver of breach. Expenses for Public Officers, employees Waiver of the COUNTY by any default and authorized persons. by VENDOR hereunder shall not be e) In the event of any conflict between or deemed a waiver of any subsequent among the terms of any Contract default by VENDOR. Documents related to this Purchase c) All notices under this Purchase Order Order, the terms of the Contract shall be sent to the respective Documents shall take precedence over addresses on the face page by certified the terms of the Purchase Order. To the mail, return receipt requested, by extent any terms and /or conditions of overnight courier service, or by personal this Purchase Order duplicate or overlap delivery and will be deemed effective the Terms and Conditions of the upon receipt. Postage, delivery and Contract Documents, the provisions of other charges shall be paid by the the Terms and/or Conditions that are sender. A party may change its address most favorable to the County and/or for notice by written notice complying provide the greatest protection to the with the requirements of this section. County shall govern. d) The Vendor agrees to reimbursement of any travel expenses that may be RFP 10-5571 "Environmental&Biological Studies" 18 Exhibit IV: Additional Terms and Conditions for RFP 1. Insurance Requirements The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in the Insurance and Bonding attachment of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design Consultant, Subcontractors agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining, its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County." The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. Collier County Board of County Commissioners shall be named as the Certificate Holder. The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida The amounts and types of insurance coverage shall conform to the minimum requirements set forth in the Insurance and Bonding attachment, with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Vendor has any self-insured retentions or deductibles under any of the below listed minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be Vendor's sole responsibility. Coverage(s) shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. The Vendor and/or its insurance carrier shall provide 30 days written notice to the County of policy cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the County, in a like manner, within twenty-four(24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor RFP 10-5571 "Environmental&Biological Studies" 19 hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Should at any time the Vendor not maintain the insurance coverage(s) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Vendor for such coverage(s) purchased. If Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this Agreement or any other agreement between the County and Vendor. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverage(s) shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 2. Offer Extended to Other Governmental Entities Collier County encourages and agrees to the successful vendor extending the pricing, terms and conditions of this solicitation or resultant contract to other governmental entities at the discretion of the successful vendor. 3. Additional Items and/or Services During the contract term, Collier County reserves the right to add related items and/or services upon negotiation of a satisfactory price by the Project Manager and Vendor. 5. Use of Subcontractors Bidders on any service related project, including construction, must be qualified and directly responsible for 90% or more of the solicitation amount for said work. 6. County's Right to Inspect The County or its authorized Agent shall have the right to inspect the Vendor's facilities/project site during and after each work assignment the Vendor is performing. 7. Additional Terms and Conditions of Contract Collier County has developed standard contracts/agreements, approved by the Board of County Commissioners (BCC). The selected Vendor shall be required to sign a standard Collier County professional Service Agreement within twenty one (21) days of Notice of Selection for Award. The County reserves the right to include in any contract document such terms and conditions, as it deems necessary for the proper protection of the rights of Collier County. A sample copy of this contract is available upon request. The County will not be obligated to sign any contracts, maintenance and/or service agreements or other documents provided by the Vendor. RFP 10-5571 "Environmental&Biological Studies" 20 8. Payment Method Payments are made in accordance with the Local Government Prompt Payment Act, Chapter 218, Florida Statutes. Vendor's invoices must include: • Purchase Order Number • Description and quantities of the goods or services provided per instructions on the County's purchase order or contract. Invoices shall be sent to: Board of County Commissioners Clerk's Finance Department ATTN: Accounts Payable 3299 Tamiami Trl E Ste 700 Naples FL 34112 Collier County, in its sole discretion, will determine the method of payment for goods and/or services as part of this agreement. Payment methods include: • Traditional — payment by check, wire transfer or other cash equivalent. • Standard — payment by purchasing card. Collier County's Purchasing Card Program is supported by standard bank credit suppliers (i.e. VISA and MasterCard), and as such, is cognizant of the Rules for VISA Merchants and MasterCard Merchant Rules. Collier County cautions vendors to consider both methods of payment when determining pricing as no additional surcharges or fees will be considered (per Rules for VISA Merchants and MasterCard Merchant Rules). The County will entertain bids clearly stating pricing for standard payment methods. An additional separate discounted price for traditional payments may be provided at the initial bid submittal if it is clearly marked as an "Additional Cash Discount." Upon execution of the Contract and completion of each month's work, payment requests shall be submitted to the Project Manager on a monthly basis by the Contractor for services rendered for that prior month. Services beyond sixty (60) days from current monthly invoice will not be considered for payment without prior approval from the Project manager. All invoices must be submitted within the fiscal year the work was performed. (County's fiscal year is October 1 - September 30.) Invoices submitted after the close of the fiscal year will not be accepted (or processed for payment) unless specifically authorized by the Project Manager. Payments will be made for articles and/or services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six(6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non- payment under the legal doctrine of"laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. RFP 10-5571 "Environmental&Biological Studies" 21 Invoices shall not reflect sales tax. After review and approval, the invoice will be transmitted to the Finance Division for payment. Payment will be made upon receipt of proper invoice and in compliance with Chapter 218, Florida Statutes, otherwise known as the "Local Government Prompt Payment Act." Collier County reserves the right to withhold and/or reduce an appropriate amount of any payment for work not performed or for unsatisfactory performance of Contractual requirements. 9. Environmental Health and Safety All Vendors and Sub vendors performing service for Collier County are required and shall comply with all Occupational Safety and Health Administration (OSHA), State and County Safety and Occupational Health Standards and any other applicable rules and regulations. Vendors and Sub vendors shall be responsible for the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any persons or property within and around the work site. All firewall penetrations must be protected in order to meet Fire Codes. Collier County Government has authorized OSHA representatives to enter any Collier County facility, property and/or right-of-way for the purpose of inspection of any Vendor's work operations. This provision is non-negotiable by any department and/or Vendor. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 10. Licenses The Vendor is required to possess the correct Business Tax Receipt, professional license, and any other authorizations necessary to carry out and perform the work required by the project pursuant to all applicable Federal, State and Local Law, Statute, Ordinances, and rules and regulations of any kind. Additionally, copies of the required licenses must be submitted with the proposal response indicating that the entity proposing, as well as the team assigned to the County account, is properly licensed to perform the activities or work included in the contract documents. Failure on the part of any Vendor to submit the required documentation may be grounds to deem Vendor non-responsive. A Vendor, with an office within Collier County is also required to have an occupational license. All State Certified contractors who may need to pull Collier County permits or call in inspections must complete a Collier County Contractor License registration form and submit the required fee. After registering the license/registration will need to be renewed thereafter to remain "active" in Collier County. If you have questions regarding professional licenses contact the Contractor Licensing, Community Development and Environmental Services at (239) 252-2431, 252-2432 or 252-2909. Questions regarding required occupational licenses, please contact the Tax Collector's Office at (239) 252- 2477. 11. Principals/Collusion By submission of this Proposal the undersigned, as Vendor, does declare that the only person or persons interested in this Proposal as principal or principals is/are named therein and that no person other than therein mentioned has any interest in this Proposal or in the contract to be entered into; RFP 10-5571 "Environmental&Biological Studies" 22 that this Proposal is made without connection with any person, company or parties making a Proposal, and that it is in all respects fair and in good faith without collusion or fraud. 12. Relation of County It is the intent of the parties hereto that the Vendor shall be legally considered an independent Vendor, and that neither the Vendor nor their employees shall, under any circumstances, be considered employees or agents of the County, and that the County shall be at no time legally responsible for any negligence on the part of said Vendor, their employees or agents, resulting in either bodily or personal injury or property damage to any individual, firm, or corporation. 13. Termination Should the Vendor be found to have failed to perform his services in a manner satisfactory to the County, the County may terminate this Agreement immediately for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of non-performance. 14. Lobbying All firms are hereby placed on NOTICE that the Board of County Commissioners does not wish to be lobbied, either individually or collectively about a project for which a firm has submitted a Proposal. Firms and their agents are not to contact members of the County Commission for such purposes as meeting or introduction, luncheons, dinners, etc. During the process, from Proposal closing to final Board approval, no firm or their agent shall contact any other employee of Collier County in reference to this Proposal, with the exception of the Purchasing Director or his designee(s). Failure to abide by this provision may serve as grounds for disqualification for award of this contract to the firm. 15. Certificate of Authority to Conduct Business in the State of Florida (Florida Statute 607.1501) In order to be considered for award, firms submitting a response to this solicitation shall be required to provide a certificate of authority from the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 (www.sunbiz.orq/search.html). A copy of the document shall be submitted with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. 16. Single Proposal Each Vendor must submit, with their proposal, the required forms included in this RFP. Only one proposal from a legal entity as a primary will be considered. A legal entity that submits a proposal as a primary or as part of a partnership or joint venture submitting as primary may not then act as a sub- consultant to any other firm submitting under the same RFP. If a legal entity is not submitting as a primary or as part of a partnership or joint venture as a primary, that legal entity may act as a sub- consultant to any other firm or firms submitting under the same RFP. All submittals in violation of this requirement will be deemed non-responsive and rejected from further consideration. RFP 10-5571 "Environmental&Biological Studies" 23 In addition, consultants that have participated and/or will participate in the development of scope, background information or oversight functions on this project are precluded from submitting a Proposal as either a prime or sub- consultant. 17. Protest Procedures Any actual or prospective Vendor to a Request for Proposal, who is aggrieved with respect to the former, shall file a written protest with the Purchasing Director prior to the due date for acceptance of proposals. All such protests must be filed with the Purchasing Director no later than 11:00 a.m. Collier County time on the final published date for the acceptance of the Request for Proposals. The Board of County Commissioners will make award of contract in public session. Award recommendations will be posted outside the offices of the Purchasing Department on Wednesdays and Thursdays. Any actual or prospective respondent who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and County holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the office of the Purchasing Director. 18. Public Entity Crime A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. 19. Security and Background Checks If required, Vendor/ Contractor/ Proposer shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four(4) years. 20. Conflict of Interest Vendor shall complete the Conflict of Interest Affidavit included as an attachment to this RFP document. Disclosure of any potential or actual conflict of interest is subject to County staff review and does not in and of itself disqualify a firm from consideration. These disclosures are intended to identify and or preclude conflict of interest situations during contract selection and execution. RFP 10-5571 "Environmental&Biological Studies" 24 21. Prohibition of Gifts to County Employees No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, the current Collier County Ethics Ordinance and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. 22. Immigration Affidavit Certification Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet- based means of verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional services and construction services. Exceptions to the program: • Commodity based procurement where no services are provided. • Where the requirement for the affidavit is waived by the Board of County Commissioners Vendors/ Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Vendors are also required to provide the Collier County Purchasing Department an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. If the Bidder/Vendor does not comply with providing both the acceptable E-Verify evidence and the executed affidavit the bidder's /vendor's proposal shall be deemed non-responsive. Documentation of these requirements will not be accepted after the bid / proposal deadline date. Additionally, vendors shall require all subcontracted vendors to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the vendor's responsibility to familiarize themselves with all rules and regulations governing this program. Vendor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. RFP 10-5571 "Environmental&Biological Studies" 25 23. Collier County Local Preference Policy Collier County provides an incentive to local business to enhance the opportunities of local businesses in the award of County contracts. In the evaluation of proposals, the County rewards Vendors for being a local business by granting a ten (10) points incentive in the evaluation criterion points. A "local business" is defined as a business that has a valid occupational license issued by either Collier or Lee County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. The vendor must complete and submit with their proposal response the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a vendor to submit this Affidavit with their proposal response will preclude said Vendor from being considered for local preference under this solicitation. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. RFP 10-5571 "Environmental&Biological Studies" 26 Cooler County Administrative Services Division Purchasing Attachment 1: Vendor Check List IMPORTANT: THIS SHEET MUST BE SIGNED. Please read carefully, sign in the spaces indicated and return with your Proposal. Vendor should check off each of the following items as the necessary action is completed: ❑ The Proposal has been signed. ❑ All applicable forms have been signed and included, along with licenses to complete the requirements of the project. ❑ Any addenda have been signed and included. ❑ The mailing envelope has been addressed to: Collier County Government Purchasing Department 3327 Tamiami Trl E Naples FL 34112 Attn:Jack Curran, Purchasing Agent ❑ The mailing envelope must be sealed and marked with Solicitation RFP10-5571- "Environmental & Biological Studies" and November 23, 2010. ❑ The Proposal will be mailed or delivered in time to be received no later than the specified due date and time. (Otherwise Proposal cannot be considered.) ALL COURIER-DELIVERED PROPOSALS MUST HAVE THE RFP NUMBER AND TITLE ON THE OUTSIDE OF THE COURIER PACKET. Name of Firm: Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: Date RFP 10-5571 "Environmental&Biological Studies" 27 Citer* County kirrinistrative Services Division Purchasing Attachment 2: Vendor's Non-Response Statement The sole intent of the Collier County Purchasing Department is to issue solicitations that are clear, concise and openly competitive. Therefore, we are interested in ascertaining reasons for prospective Vendors not wishing to respond to this solicitation. If your firm is not responding to this RFP, please indicate the reason(s) by checking the item(s) listed below and return this form via email or fax, noted on the cover page, or mail to Collier County Government, Purchasing Department, 3327 Tamiami Trl E, Naples, FL 34112. We are not responding to Solicitation RFP10-5571-"Environmental & Biological Studies" for the following reason(s): ❑ Services requested not available through our company. • Our firm could not meet specifications/scope of work. [ Specifications/scope of work not clearly understood or applicable (too vague, rigid, etc.) ❑ Project is too small. ❑ Insufficient time allowed for preparation of response. ❑ Incorrect address used. Please correct mailing address: ❑ Other reason(s): Name of Firm: Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: Date RFP 10-5571 "Environmental&Biological Studies" 28 Co .icer County Administrative Services Division Purchasing Attachment 3: Conflict of Interest Affidavit By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the proposed work; and bear on whether the firm (employees, officers and/or agents) has a possible conflict have been fully disclosed. Additionally, the firm (employees, officers and/or agents) agrees to immediately notify in writing the Purchasing/General Services Director, or designee, if any actual or potential conflict of interest arises during the contract and/or project duration. Firm: Signature and Date: Print Name Title of Signatory State of County of SUBSCRIBED AND SWORN to before me this day of 20 by , who is personally known to me to be the for the Firm, OR who produced the following identification Notary Public My Commission Expires RFP 10-5571 "Environmental&Biological Studies" 29 Colter County Administrative Services Division Purchasing Attachment 4: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 RE: Solicitation: RFP10-5571-"Environmental & Biological Studies" Dear Commissioners: The undersigned, as Vendor declares that this proposal is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor agrees, if this proposal is accepted, to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the proposal pertains. The Vendor states that the proposal is based upon the proposal documents listed by Solicitation: RFP10-5571-"Environmental & Biological Studies". (Proposal Continued on Next Page) RFP 10-5571 "Environmental&Biological Studies" 30 PROPOSAL CONTINUED IN WITNESS WHEREOF, WE have hereunto subscribed our names on this day of , 20 in the County of , in the State of Firm's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number: Federal Tax Identification Number Telephone: FAX: Check on of the following: ❑ Sole Proprietorship El Corporation or P. A. State of ❑ Limited Partnership ❑ General Partnership Signature by: (Typed and written) Title: Additional Contact Information Send payments to: (required if different from above) Company name used as payee Contact name: Title: Address: City, State,ZIP Telephone: FAX: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State,ZIP Telephone: Email RFP 10-5571 "Environmental&Biological Studies" 31 Coir County Administrative Services Division Purchasing Attachment 5: Immigration Affidavit Certification Solicitation: RFP10-5571-"Environmental & Biological Studies" This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (ITB's) and Request for Proposals(RFP) submittals. Further, Vendors/ Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verifv program,shall deem the Vendor/Bidder's proposal as non-responsive. Documentation of these requirements will not be accepted after the bid/ proposal deadline date. Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A(e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e)of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s))and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's/Bidder's proposal. Company Name Print Name Title Signature Date State of County of The foregoing instrument was signed and acknowledged before me this day of 20_, by who has produced as identification. (Print or Type Name) (Type of Identification and Number) Notary Public Signature Printed Name of Notary Public Notary Commission Number/Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein,the truth and accuracy of this affidavit to interrogatories hereinafter made. RFP 10-5571 "Environmental&Biological Studies" 32 VCo icer County Administrative Services Division Purchasing Attachment 6: Affidavit for Claiming Status as a Local Business Solicitation: RFP10-5571 - "Environmental & Biological Studies" (Check Appropriate Boxes Below) State of Florida(Select County if Vendor is described as a Local Business ❑ Collier County ❑ Lee County Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing Policy; A"local business" is defined as a business that has a valid occupational license issued by either Collier or Lee County for a minimum of one (1)year prior to a Collier County bid or proposal submission that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a"local business"unless it contributes to the economic development and well-being of either Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to either Collier or Lee County's tax base, and residency of employees and principals of the business within Collier or Lee County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a"local business" under this section. Vendor must complete the following information: Year Business Established in ❑Collier County or❑ Lee County: Number of Employees (Including Owner(s)or Corporate Officers): Number of Employees Living in ❑ Collier County or❑ Lee (Including Owner(s) or Corporate Officers): If requested by the County, vendor will be required to provide documentation substantiating the information given in this affidavit. Failure to do so will result in vendor's submission being deemed not applicable. Vendor Name: Date: Collier or Lee County Address: Signature: Title: STATE OF FLORIDA LI COLLIER COUNTY ❑ LEE COUNTY Sworn to and Subscribed Before Me, a Notary Public, for the above State and County, on this Day of , 20 Notary Public My Commission Expires: (AFFIX OFFICIAL SEAL) itaf* Corer County Administrative Services Division Purchasing Attachment 7: Insurance and Bonding Requirements Insurance/Bond Type Required Limits 1. ®Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. ® Employer's Liability $1,000,000single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability(Occurrence Form) patterned after the current $1,000,000 single limit per occurrence ISO form 4. ® Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor/Consultant shall indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys'fees and paralegals'fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendor/Consultant or anyone employed or utilized by the ContractorNendor/Consultant in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This section does not pertain to any incident arising from the sole negligence of Collier County. 4. ❑Automobile Liability $ Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 5. ❑ Other insurance as ❑Watercraft $ Per Occurrence noted: [' United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence [' Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ❑ Professional Liability $ Per Occurrence • $ 500,000 each claim and in the aggregate • $1,000,000 each claim and in the aggregate • $2,000,000 each claim and in the aggregate RFP 10-5571 "Environmental&Biological Studies" 34 [' Project Professional Liability $ Per Occurrence ['Valuable Papers Insurance $ Per Occurrence 6. [' Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers'check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5%of the cost proposal.All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 7. ❑ Performance and For projects in excess of$200,000, bonds shall be submitted with the Payment Bonds executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A"or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 8. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 9. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier. 11. ® Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five(5) days of the award of this solicitation. Name of Firm Date Vendor Signature Print Name Insurance Agency Agent Name Telephone Number RFP 10-5571 "Environmental&Biological Studies" 35 D a v t3 7 p -.P - A .P -P .p W ug/L o W W W W \c.) O W C °i K N F-+ N N W W 0 0 0 0 0 'cf.) 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''''A,.*-•.'3: :t';',`-**•'-'''',:1*..?•,,'2,7;„:„.',--.: , ' . ' .T,';',,,,-. r g¢"+C a h4 7 "0.,...``'"`t b *, O N o N ..a fD '.:. "" * y .1 ti t^' ''':;.:-4,4-..•;':-.'1 ivkg ResnickLisa From: david tracker[djtrecker@yahoo.com] Sent: Thursday, August 28, 2014 11:14 AM To: ResnickLisa Subject: Clam Bay Lisa - Please send the following as a one-way communication to Tom Cravens and Susan O'Brien, chairs of the LWM and Clam Bay Committees, respectively, Neil, and the other directors. Tom and Susan - Please note the recent copper readings in Clam Bay. Tracking from 2011 shows that Outer Clam Bay remains within the 3.7 microgram/L limit; Inner Clam Bay dropped to 4.0 in June and July (suggesting flushing is reducing the copper level); and Upper Clam Bay, while down on average from 2011-2013, is still too high (suggesting flushing is taking longer to clean up at this extremity from Clam Pass) . We're not there yet, but on balance it's good news. Dave 1 CLAM BAY MANAGEMENT PLAN July 2014 Version 6.3 PREPARED BY: TURRELL HALL& ASSOCIATES, INC 3584 EXCHANGE AVENUE NAPLES, FL 34104 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 63 TABLE OF CONTENTS CLAM BAY NRPA MANAGEMENT PLAN EXECUTIVE SUMMARY List of Figures• iii Acronym Key iv 1.0 Introduction 1 PURPOSE OF THE CLAM BAY NATURAL RESOURCE PROTECTION AREA MANAGEMENT PLAN 1 DEVELOPMENT OF THE CLAM BAY NRPA MANAGEMENT PLAN 1 ROLE OF THE PELICAN BAY SERVICES DIVISION 3 2.0 Overview of the Clam Bay NRPA 5 DESCRIPTION OF THE SYSTEM 5 ADJACENT COMMUNITIES 7 HISTORICAL OVERVIEW 8 MANGROVE DIE-OFF AND RESTORATION 10 3.0 Physical and Natural Resource Description and Assessment 12 SOILS 12 NATURAL COMMUNITIES 12 INVASIVE,NON-NATIVE AND PROBLEM SPECIES 22 LISTED SPECIES 23 OTHER SPECIES 24 HYDROLOGY 25 FRESHWATER COMPONENT 27 INLET DYNAMICS 28 WATER QUALITY 30 ARCHAEOLOGICAL RESOURCES 33 RECREATIONAL USE 33 4.0 Management Plan Goal and Supporting Objectives 35 OBJECTIVE 1-MAINTAIN AND PROTECT THE NATIVE FLORAL AND FAUNAL COMMUNITIES WITHIN THE CLAM BAY NRPA 36 OBJECTIVE 2—ENSURE THE ESTUARY HAS ADEQUATE TIDAL AND FRESHWATER FLOWS TO MAINTAIN ECOLOGICAL HEALTH WITHIN THE CLAM BAY NRPA 37 OBJECTIVE 3—MONITOR AND MAINTAIN WATER QUALITY WITHIN THE CLAM BAY NRPA 37 OBJECTIVE 4—MONITOR ARCHAEOLOGICAL SITES WITHIN THE CLAM BAY NRPA 38 OBJECTIVE 5—ENSURE RECREATIONAL ACTIVITIES ARE ENVIRONMENTALLY COMPATIBLE WITHIN THE CLAM BAY NRPA 38 5.0 Clam Pass Dredging 39 A. DREDGING POLICY 39 B. DREDGING CRITERIA 39 1. BAY TIDE RANGE 39 2. CROSS SECTION OF FLOW AREA AND VOLUME OF SHOALED MATERIAL 40 3. INLET CHANNEL LENGTH 41 4. EBB SHOAL 41 C. DREDGING CONSTRUCTION 42 1. TYPICAL CROSS-SECTIONS FOR DREDGING 42 6.0 Authorized Construction Activities 46 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 LIST OF PERMITS FOR WORK UNDERTAKEN TO DATE AND RELEVANT LEGAL FRAMEWORK 46 7.0 Clam Bay NRPA Management Plan Amendments 47 Clam Bay NRPA Management Plan Stakeholder Groups and Review Agencies 48 Clam Bay NRPA Management Plan Bibliography 50 Appendix 1—Timeline of Important Events within the Clam Bay NRPA and a List of Permits for Work Undertaken in and Around the Clam Bay NRPA 1 Appendix 2—A Recent History of Mangrove Management in Clam Bay 2 Appendix 3—A Recent History of Seagrass Presence in Clam Bay 3 Appendix 4—Physical and Natural Resources 4 Appendix 5-Clam Pass Maintenance Dredging Design Criteria 5 Appendix 6-Exhibits 6 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 CLAM BAY NRPA MANAGEMENT PLAN EXECUTIVE SUMMARY The Clam Bay Natural Resource Protection Area (NRPA) is a 570-acre estuarine system consisting of sandy beaches, Clam Pass, shallow bays, tidal creeks or tributaries, seagrass beds, and mangrove forests on the west coast of Collier County in Southwest Florida. The NRPA includes three primary bays, Outer Clam Bay (southernmost), Inner Clam Bay (central), and Upper Clam Bay (northernmost), connected by a series of tidal creeks and connected to the Gulf of Mexico by Clam Pass. The preparation and implementation of the Clam Bay NRPA Management Plan has been undertaken by the Pelican Bay Services Division at the direction of the Collier County Board of County Commissioners. The Management Plan will provide guidance for future management activities within the NRPA, building on the successes of the 1998 Restoration and Management Plan, by outlining the goal and objectives designed to protect, maintain, and monitor the natural resources within the NRPA and foster responsible stewardship going forward. The Management Plan provides an overview of the natural resources and processes within the NRPA along with a summary of the surrounding development and a brief historical perspective of past events and activities which have affected it. Coordination with community members and stakeholders has been balanced with anticipated administrative and financial resources to develop the following goal and supporting objectives for this Management Plan. Goal: To establish the basis for management activities that will be undertaken to protect the health of the Clam Bay NRPA estuary. Objectives to support this goal include: 1. Maintain and protect the native floral and faunal communities within the Clam Bay NRPA 2. Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA 3. Monitor and maintain water quality within the Clam Bay NRPA 4. Monitor archaeological sites within the Clam Bay NRPA 5. Ensure recreational activities are environmentally compatible within the Clam Bay NRPA In support of these objectives, periodic monitoring of the terrestrial and benthic habitats will be conducted. Encroachments into the NRPA by exotic and nuisance vegetation will be documented and scheduled for removal or control. Observations and documentation of the wildlife utilization within the NRPA will be documented periodically. Monitoring of water quality and freshwater inputs into the NRPA will be continued. Archaeological resources within the NRPA will be periodically monitored, and any degradation will be reported to the State Historic Preservation Offices. Educational opportunities will be explored and acted upon to promote environmentally compatible recreational uses within the NRPA. Irresponsible or environmentally damaging activities will be documented and, where appropriate, reported to the proper authorities. Regular monitoring of Clam Pass will be conducted to track the stability of the inlet. The Management Plan outlines the following parameters that will be investigated and used by the consulting engineers CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 and the PBSD Board to make a recommendation of when and where dredging might be undertaken to maintain the tidal exchange necessary for the long-term health of the estuary. Description Bay Tide Range Ratio Ratio comparison of the interior and Gulf tidal ranges Cross Sectional Area Area in different locations of the Pass through which water can flow Volume of Shoaled Material Quantity of sand and sediments within channel that can restrict flow Inlet Channel Length Distance water must flow through the beach and ebb shoal areas Ebb Shoal Distance from shore to the outer ebb shoal limits The Management Plan also includes typical dredging designs for the three main sections of Clam Pass and shows the cross sectional areas that could be dredged. All monitoring, investigative, and management activities from the preceding year will be compiled into an annual report and summarized in an annual presentation to the PBSD Board. Comparisons to historic data will be done where appropriate to track trends and make determinations as to whether additional interventions are needed to maintain the estuary's health. Biological monitoring, water quality monitoring, Pass bathymetry and status investigations, and any other activities conducted or data collected during the preceding year will be documented in the annual report. The Management Plan will also be used to support permit applications that may be required for management activities in support of the Goal and Objectives. It provides the information needed for assurances to the permit review agencies regarding what resources are present (or may be present) in the system, why management actions are being undertaken, and how minimization of impacts to the natural resources in the system will be achieved. The document also allows for changes to the plan should new information or management techniques come to light that would benefit the Clam Bay NRPA. ii CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 List of Figures: - Figure 1 —Approximate extent of Clam Bay NRPA Boundary—Page 6 - Figure 2—Historic Aerials of the location of Clam Pass—Pages 9 -10 - Figure 3—Soils map of the Clam Bay NRPA—Page 12 - Figure 4—Beach habitat within the NRPA Boundary—Page 13 - Figure 5—Coastal Scrub habitat within the NRPA Boundary—Page 14 - Figure 6—Cabbage Palm Hammock habitat within the NRPA Boundary—Page 15 - Figure 7—Open Water habitat within the NRPA Boundary—Page 15 - Figure 8—Mangrove habitat within the NRPA Boundary—Page 16 - Figure 9—Salt Marsh habitat within the NRPA Boundary—Page 18 - Figure 10—Tidal Flat habitat within the NRPA Boundary—Page 18 - Figure 11—Seagrass habitat within the NRPA Boundary—Page 19 - Figure 12—Oyster locations within the NRPA Boundary—Page 20 - Figure 13—Exhibit from Conservancy of Southwest Florida Report—Page 21 - Figure 14—Hardbottom Community off-shore of the NRPA Boundary—Page 22 - Figure 15—Approximate locations of Drainage Basins within the Pelican Bay Development—Page 28 - Figure 16—Ebb and Flood Shoals—Page 29 - Figure 17—Water Quality monitoring locations within the NRPA Boundary—Page 31 - Figure 18—Sections A,B,and C of Clam Pass—page 40 - Figure 19—Typical maintenance dredging cross-section—Inlet Channel—Section A—Page 43 - Figure 20—Typical maintenance dredging cross-section—Seaward Flood Shoal—Section B—Page 44 - Figure 21—Typical maintenance dredging cross-section—Bayside Flood Shoal—Section C—Page 45 ill CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Acronym Key BCC Collier County Board of County Commissioners CBRMP Clam Bay Restoration and Management Plan DHR Division of Historical Resources DNR Department of Natural Resources ESA Endangered Species Act FDEP Florida Department of Environmental Protection FDER Florida Department of Environmental Regulations FLEPPC Florida Exotic Pest Plan Council FLUCFCS Florida Land Use, Cover, and Forms Classification System FSU Florida State University FWC Florida Fish and Wildlife Conservation Commission FWS Fish and Wildlife Service LIDAR Light Detecting and Ranging MAG Mangrove Action Group MGD Millions of Gallons/Day MSTBU Municipal Services Taxing Benefit Unit NMFS National Marine Fisheries Service NOAA National Oceanic and Atmospheric Administration NRCS National Resource Conservation Services NRPA Natural Resource Protection Area PBID Pelican Bay Improvement District PBSD Pelican Bay Services Division PUD Planned Unit Development ST Sensitive Treatment TMDL Total Maximum Daily Load USACE U.S. Army Corps of Engineers USDA United States Department of Agriculture USFWS U.S. Fish and Wildlife Service WBID Water Body Identification WCI Westinghouse Communities Inc. iv CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 1.0 Introduction Purpose of the Clam Bay Natural Resource Protection Area Management Plan The purpose of this management plan is to provide guidance and direction for the protection, preservation, and maintenance of the Clam Bay Natural Resource Protection Area (NRPA). This plan will form the basis by which future management decisions can be made by identifying the appropriate techniques necessary to achieve long-term sustainability for the natural resources and their uses within the Clam Bay NRPA. This plan, in addition to providing a brief historical perspective of activities undertaken within this system,will identify the management goal and objectives; allow for development of methods to achieve the goal and objectives; and summarize implementation, assessment, and evaluation strategies that strive to balance resource protection with recreational use. While the 1998 Clam Bay Restoration and Management Plan (1998 Management Plan) primarily focused on mangrove health and recovery, this plan will address all floral and faunal components of the NRPA. The plan will draw from the 1998 Management Plan, input from multiple interested stakeholders, and historical biological, hydrological, and physical reports to outline the goal and objectives for future management of the ecosystems throughout Clam Bay. The 2014 Clam Bay NRPA Management Plan (Management Plan) and any subsequent revisions recommended by the Pelican Bay Services Division (PBSD) shall be submitted to the Collier County Board of County Commissioners (BCC) for approval. Once approved by the BCC,this Management Plan, or future amendments to the plan by the PBSD Board, will supersede all others and will serve as the primary guidance tool for future permitting and other management activities necessary to protect, preserve, maintain, and monitor resources within the system. Development of the Clam Bay NRPA Management Plan Turrell, Hall &Associates, Inc. served as the principal consultant for the Management Plan. This consultant firm has a long history of work in the Clam Bay NRPA and was primarily responsible for the implementation of the 1998 Management Plan that resulted in the successful restoration of Clam Bay's mangrove forest. The coastal engineering firm of Humiston &Moore, Inc. provided input and monitoring data for the 2014 Management Plan relative to Clam Pass and the dredging design criteria. The PBSD Clam Bay Committee consists of members of the PBSD Board, which is an advisory board to Collier County's Board of County Commissioners. The Clam Bay Committee met regularly in 2013 and 2014 and provided input and direction to the consultants. Additional regular input was provided by representatives of several stakeholder organizations, including the Mangrove Action Group, as well as several interested Pelican Bay residents. All Committee and Board meetings were properly noticed, open to the public, and allowed audience participation. Input was also solicited via notices to more than 30 area businesses, government officials and employees, condominium associations, and individuals who regularly use Clam Bay. These representatives were invited to participate in two 1 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 meetings held in the spring of 2013. Some have attended and provided comments at the regular meetings of the PBSD Clam Bay Committee where drafts of the Management Plan have been discussed. Stakeholders were also notified in April 2014 that a draft of the Management Plan was available on the PBSD's website, and they were invited to send their comments to the PBSD's office and/or attend a workshop about the Clam Bay NRPA Management Plan on May 14, 2014. A list of these area people/organizations is included with this Management Plan (pages 48 and 49). Pelican Bay Services Division Turrell, Hall &Associates, Inc. Chairman Tim Hall —Project Manager 801 Laurel Oak Drive, Suite 302 Arielle Poulos—Project Biologist Naples, Florida 34108 3584 Exchange Avenue (239) 597-1749 Naples, Florida 34104 (239) 643-0166 Humiston &Moore Engineers Brett Moore—Project Manager Mohamed Dabees—Project Engineer 5679 Strand Court Naples, Florida 34110 (239) 594-2021 2 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Role of the Pelican Bay Services Division In order for the management and maintenance of the Clam Bay NRPA to be successful, coordination between a myriad of local, state, and federal agencies and interested citizens groups is required. The PBSD has undertaken that role for most of the past fifteen years. The Pelican Bay Municipal Services Taxing and Benefit Unit(MSTBU) is a dependent special district that was formed pursuant to Chapter 125 of the Florida Statutes and was formally enabled by the BCC pursuant to Ordinance numbers 90-111 and 91-22. These ordinances were replaced in 2002 by Ordinance 2002-27 which further clarified the role of the MSTBU and the PBSD Board. This MSTBU was created to, among other things,provide for the maintenance of conservation and preserve areas within Pelican Bay. This responsibility was undertaken diligently from 1998 to 2008 and resulted in the implementation of the previous 1998 Management Plan and the recovery of the mangrove die-off areas. Per action by the BCC, the responsibility for many of the monitoring and maintenance activities associated with Clam Bay was given to Collier County's Coastal Zone Management Department from 2008 to 2012. In 2013, the BCC returned responsibility for the monitoring and maintenance of the system to the PBSD via Ordinances 2013-19 and 2013-61. It is under the PBSD's direction that this current management plan has been written. While the MSTBU is a dependent special taxing and benefit district, the PBSD is an arm of Collier County government and makes recommendations to the BCC. The PBSD implements its defined responsibilities within the Pelican Bay community, sets its own budget and agenda, and regularly submits them to the BCC for approval. The BCC has commonly approved the Clam Bay management activities, dedicated funds towards those activities, and authorized the development of this Management Plan. The PBSD's effective working relationship with the BCC is expected to continue as the PBSD serves as the official manager of the 2014 Management Plan, which is consistent with Ordinances 90-111, 2002-27, 2013-19 and 2013-61 of Collier County. The PBSD will direct the Management Plan and has the responsibility for its implementation and operation over time. As such, the PBSD will plan and implement defined management activities with BCC approval whose purpose will be to protect,preserve,maintain, and monitor the natural communities and ecological integrity of the Clam Bay NRPA. The PBSD has several attributes which make it a logical guiding force in the management and maintenance of Clam Bay. The PBSD: • is located within the Clam Bay drainage basin; • has an advisory board made up of residential and business members within Pelican Bay; • garners fiscal support for community projects, including Clam Bay NRPA activities, collected from local special assessments (non ad valorem taxes)of the residents and business members within Pelican Bay; 3 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 • is accessible to the public due to its local governing board and advertised public monthly meetings; and • has demonstrated a long-term commitment to the Clam Bay NRPA and a successful track record regarding its preservation, restoration and maintenance over the past fifteen years. These attributes give the PBSD the knowledge and expertise in matters of local concern and, in particular, the problems, opportunities, and interests of local residents as they relate to the Clam Bay ecosystem. Its relationship with the BCC gives it an additional level of access to technical expertise and oversight that will be necessary to assure that the Management Plan, as contemplated in this document, is fully implemented in the field. As part of its responsibilities, the PBSD will assemble and distribute various technical reports and assessments as required under the Management Plan, as well as coordinate with other public and private groups interested in Clam Bay. The PBSD is organized for and designed to maintain both its knowledge of the Clam Bay resources and to generate public support of the same. The PBSD will insure that the general public, residents in Pelican Bay, the PBSD consultants, and representatives from government agencies with jurisdiction over Clam Bay each have on-going involvement and input into the Management Plan as appropriate. 4 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 2.0 Overview of the Clam Bay NRPA Description of the System The Clam Bay NRPA is a 570-acre estuarine system consisting of sandy beaches, Clam Pass, shallow bays,tidal creeks or tributaries, seagrass beds, and mangrove forests on the west coast of Collier County in Southwest Florida. The Clam Bay system is part of the Cocohatchee-Gordon River Transition referred to by the Collier County Department of Natural Resources as Coastal Zone II. It is one of the few remaining estuarine systems in the Cocohatchee-Gordon River Drainage System and the only coastal NRPA in Collier County. Historically the Clam Bay System was connected to Wiggins Pass to the north via a system of mangrove swamps and shallow creeks with intermediate open water areas that were excavated and are now known as Vanderbilt Lagoon (Collier County, 1994, Tropical BioIndustries, 1978). It is recognized that the connection was marginal at best and while passable at times, it was not uniformly and consistently navigable (Clam Bay Restoration and Management Plan, 1998). Connection to Vanderbilt Lagoon ended in 1952 with the construction of Vanderbilt Beach Road. Similarly, aerial photos of the Seagate Drive area taken prior to its construction show that Outer Clam Bay was connected to the mangrove swamps to the south via shallow meandering creeks and intermediate open waters leading to Doctors Pass. These creeks were only navigable by canoes and small skiffs (Turrell, 2009). These swamps to the south were eventually excavated to become Venetian and Moorings Bays. The connection to Outer Clam Bay ended in 1958 when Seagate Drive was constructed. Today,the Clam Bay NRPA includes three primary bays, Outer Clam Bay (southernmost), Inner Clam Bay(central), and Upper Clam Bay(northernmost), connected by a series of tidal creeks and connected to the Gulf of Mexico by Clam Pass. The community of Pelican Bay abuts the northern and eastern edges of the system, while Seagate and Naples Cay communities abut the southern portion of the system. This system is an important natural and recreational resource for local residents and visitors. The Clam Bay system was designated a Natural Resources Protection Area (NRPA)by Collier County in 1995. The purpose of the NRPA designation is to protect endangered or potentially endangered species and to identify large connected intact and relatively unfragmented habitats, which may be important for listed species (Collier County, 1994). See the NRPA timeline in Appendix 1. Clam Pass is a small, marginally stable inlet that has migrated north and south along the shore over the years. Prior to dredging, average water depths of Clam Pass were -2.5' to -1.0', and its width ranged from 30-50' (Collier County, 1994). The Pass remains the primary source of tidal exchange for the Clam Bay system, but it is restricted by sediment deposits just inside the Pass and in the long meandering tidal creeks surrounded by mangrove forests. 5 CLAM BAY NRPA MANA GEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 7.4r . 'I:, —"--Vi. ---;`74---:—. "41: ''I'ir 24.--I 4"'xxii4:"I'l'it AI ' 't'V.. 1 F•Lt 1" , .. ,.‘....„ ..... „,,,....„..,....,... , . ; .... . 4,4. ‘41v,.1p,21,1,. .,6•14/ k 4 'Ati. ..•. , s '''N ' 4 - `% '1: k 't. &.17._.P''eilrlit .1 •.: ' ' ' 4re. ' ig. „ *•I-N. '••-,;7:'.r,-4--..,,C‘,1 L„.: t ,r.- ',.1.-). ..,„„t -it si t •fr.,, •',1, R _I- s-, ..-r3--- -----.---... or. vi.:,4,?• ttat. 044.4.."'-‘,.11,... c. 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Figure 1:Approximate extent of Clam Bay NRPA boundary Clam Bay NRPA Vital Statistics Total acres: Approx. 570 acres Beaches: Approx. 8,235 feet Beach Park: Approx. 35 acres Mangrove: Approx.420 acres Open Water: Approx. 115 acres Latitude and Longitude of Pass:N 26° 13' 11", W 81°49' 01" Section, Township,Range: Sec. 32 &33, Twp 48S,Rng 25E, & Sec. 4, 5, 8, & 9, Twp 49S, Rng 25E Water Body Identification(WBID) 3278Q1 6 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Adjacent Communities The Clam Bay NRPA is bound on the north by the Bay Colony portion of the Pelican Bay development; to the south by Seagate Drive, and the Seagate and Naples Cay developments;to the east by the Pelican Bay development; and to the west by the Gulf of Mexico and the Strand neighborhood of Bay Colony that is within the Pelican Bay development. Pelican Bay is predominately a residential community consisting of private single-family homes, villas, and both high and low-rise condominium units. The community also includes a 27-hole golf course, common areas with meeting rooms,tennis courts, beach park facilities, emergency services facilities, and commercial areas with shopping and hotels. The 2,104-acre Planned Unit Development (PUD) was approved in 1977 as a partnership between Collier Enterprises and Westinghouse Communities (WCI). It was one of the first developments in Florida required to save fragile coastal wetlands and associated ecosystems (Urban Land Institute, 1981). The development of Pelican Bay had a limited impact on the wetlands themselves with approximately 94 acres, including about 78 acres in the northwestern corner of the property, being developed. This left the majority of the mangrove forest intact and preserved around the bays. As mitigation for these wetland impacts, the 570 acre preserve area, including the 35 acre beach park,was donated to Collier County and eventually became the NRPA which is in place today. Development of Pelican Bay required a stormwater management system designed to spread runoff along the eastern edge of the Clam Bay estuary. A four to six foot high and 2 V2 mile long berm separates the developed portion of Pelican Bay from the estuary lying to the west of the development, but numerous culverts through the berm discharge water to a swale system along the eastern perimeter of Clam Bay. The eastern edge of Pelican Bay is about 12-14 feet above sea level at US 41, sloping in an east-west direction to about 2 feet above sea level near the berm. Six drainage basins operate on a gravity system to slowly move surface water into the receiving area of Clam Bay. Naples Cay is a high rise development consisting of 8 multi-story condominium buildings. The community also includes pools,tennis courts, approximately 33 acres of park and preserve areas, and two canoe and kayak launching piers. Construction on the first building in Naples Cay started in the late 1970's, and the last building was completed in 2002. Stormwater management is accomplished through several internal detention areas before water flows into Outer Clam Bay. The Seagate community is composed of about 80 single-family residences. The community was first laid out in the 1950's and still has a few undeveloped lots. Because development of this community occurred so early, there was no community-wide stormwater system. More recent improvements to the road and utility systems have allowed for some dry retention and sewerage improvements to be put in place. Many of the homes within Seagate were built with boat docks along the community's man- made canals. Some homeowners keep motorized vessels at these docks. The 1995 Manatee Protection Plan acknowledges that access and use of Clam Bay was limited due to the shallow nature of the bay and ephemeral conditions. Vessels are generally shallow drafted, and their access is limited by the day-to-day conditions of the Pass and connecting waterway. 7 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Clam Pass Park is a 35-acre County park providing beach access on the south side of Clam Pass. The Park is wholly contained within the NRPA boundary. Access to the Park is via a boardwalk through the mangroves from the parking lot at the very southern end of Pelican Bay. Operation and care of the Park is done under the supervision of the Collier County Parks and Recreation Department. Through an agreement between the County and the Waldorf Astoria Hotel, much of the day-to-day operation of the park is managed by the hotel. Historical Overview Prior to development,the entire coastline of South Florida would have resembled the Clam Bay ecosystem with meandering mangrove-lined shallow waterways buffering sandy barrier islands and natural terrestrial communities. Unique within the heavily developed coastal communities of Collier County, the Clam Bay estuarine system is a valuable resource for wildlife (particularly juvenile marine species and birds) as well as residents and visitors to the area who enjoy the low-impact recreational opportunities of the system. Within the Clam Bay system, four Indian shell mounds have been identified and indicate that this area was used for settlement by these civilizations. The Indian shell mounds have been listed on the Florida Master Site Inventory. Historically, Clam Pass was a small part of a large system of relatively shallow waterways and interconnecting wetland communities extending from Lee County to Doctor's Pass. Anecdotal evidence suggests that canoes and shallow drafted skiffs were used within many of these interconnected areas. During the 1950's this system was isolated from adjacent mangrove lined creeks and bays by the construction of Seagate Drive to the south and the construction of Vanderbilt Beach Road to the north (see attached Exhibit, 1952 Aerial). The practical effect was to leave Clam Pass as Clam Bay's only connection to the Gulf. The Clam Pass opening has moved over its lifetime up and down the shoreline, influenced by major storm events and by man's alteration of the tidal prism and drainage basin that feeds the Pass. The shifting location of the Pass and its often tenuous connection to the Gulf is evident in the following series of aerial photos of the Pass over the past 60 years. Because of these conditions, the Pass is susceptible to outside events and can periodically close, which has happened six times in the last 25 years, most recently in 2013. 8 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 iw at '-- : , r •vf v'' w j 11441'-;-' r' 4 ‘it,lk I lit, •- , .. { w saw • l ."f t- 4 s , A K :.• eta- , •LAM — , CLAM ;ASS . PASSES 1985 ,.. . ti, :".. ,., it,. ,i. ,, ( . ....,... .,, ,. . .,, - ,. : . , -,. ...,,....% ... .. . i,....,..„,. , . ‘,,r, ..,,,,, :.:, 0. • „.„, .'„:".''''-- '''*.'? , iit), ,� s LAM If� CLAM . °ASS 4. 'ASS 1 ,z � ' '. 2614 4 ,.'::1-`,(!-_,--, ,,. . , .. 9 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 r, J } • s tY • y k CLAM PASS ), > .a2 �: x Figure 2:Historic aerials of the location of Clam Pass The health of the mangrove forest is directly related to the connection at Clam Pass. The exchange of seawater between Clam Pass and the Gulf is critical to the ability of the estuary to export organic matter, as well as to help regulate excess salt and freshwater. It also supplies oxygen-rich water from the Gulf and keeps metabolic wastes from accumulating in the sediment, as discussed in more detail later in this Management Plan. A man-made water management berm now divides natural and developed portions where historically mangrove forest would have transitioned gradually into the mesic coastal hammocks and upland pine scrubs that made up the now-developed portions of the Pelican Bay community. With the development of the Collier County coastline,the Clam Bay NRPA has been protected as a managed natural system that preserves the essential features and ecological function of a mangrove estuary. The historical and natural events that have affected the Clam Bay system in recent times, along with governmental actions, scientific studies and management responses, are shown in timelines in Appendix 1. These depict the evolution of management activities in Clam Bay and provide the context for the management goal and objectives presented in this Management Plan. Mangrove Die-off and Restoration The first mention of stressed or dying mangroves within the Clam Bay NRPA came from the 1978 Tropical Biolndustries and Gee and Jensen report titled Carbon Flows in Portions of the Clam Pass Estuarine System, Collier County, Florida. Reports of stressed or dying mangroves continued through the 1980's and 90's. In 1995, a large area of dead and dying mangroves was documented encompassing approximately 42 acres adjacent to Upper Clam Bay(Turrell, 1995). By 1999,this area had expanded to approximately 50 acres (Turrell, 2000). 10 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 The Clam Bay Restoration and Management Plan(CBRMP)was finalized in 1998 to address the mangrove die-off. The major objective of the plan was to restore the dead mangrove area through improvements to tidal flushing capabilities of the system, including enhancements to tidal flow into and out of the mangrove forest areas. This was accomplished through the dredging of Clam Pass and portions of the interior channels within the system, removing impounded water from the die-off areas and the construction of a network of hand-dug flushing channels throughout the original die-off area and a few other areas exhibiting stress. In the fifteen years following the implementation of the CBRMP the mangrove forest has undergone a substantial recovery with over 90%of the original die-off area re-vegetated with new mangrove growth. Appendix 2 contains additional information regarding the mangrove die-off and restoration. 11 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 3.0 Physical and Natural Resource Description and Assessment The goal and objectives of this Management Plan aim to manage and preserve each of the resources that make up the Clam Bay NRPA as a whole. The objectives of the Management Plan focus on natural communities,tidal and freshwater flows,water quality, archeological resources and recreational uses, all discussed further in this section. There are many additional factors that come together to create the habitats and support the resources that make up the Clam Bay NRPA. These additional factors are discussed further in Appendix 4. Soils Based on the National Resource Conservation Service (NRCS)"Soil Survey of Collier County Area, Florida" (NRCS, 1998)there are 2 different soil types (soil map units)present within the NRPA boundary: frequently flooded Durbin and Wulfert muck; and Canaveral Beaches Complex. These mapping units named for soil series represent the dominant undisturbed soils in the landscape that existed predevelopment. The unit descriptions do not recognize or appropriately interpret the drastically disturbed nature of urban landscapes created after the soil survey was completed. For information regarding soils specific to the Clam Bay NRPA, see Appendix 4. k•1N ! -d ` NRA 7ek.- 99 it 35 40 as. 41044* 42 . w • " Figure 3:Soils map of the Clam Bay NRPA Natural Communities In this Section, a natural community refers to the mix of plant and animal species that form the natural basis of the Clam Bay NRPA. A combination of factors, including geology, climate,topography, soils, wind,waves, storms and anthropogenic influences, determines the specific types of plants found in any given area(see Appendix 4 for more information). These plants are a major factor in what type of animal species that may be present, including threatened and endangered species that may utilize the Clam Bay NRPA(see Appendix 4 for more information). The Florida Department of Transportation's Land Use, Cover and Forms Classification System (FLUCFCS 1999)has been used to identify the 12 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 plant communities found within the Clam Bay NRPA. See the attached Exhibits for an overall FLUCFCS map of the Clam Bay system and the existing monitoring plots within these habitats. List of FLUCFCS Communities within the Clam Bay NRPA FLUCFCS Community Description Upland or %of Clam Bay Code Wetland NRPA 181 Swimming Beach Upland 5.95 186 Community Recreation Facilities Upland 0.40 322 Coastal Scrub Upland 3.97 428 Cabbage Palm Hammock Upland 0.45 510 and Interior Creeks and Bays (with and Wetland 23.16 540 without direct connection to Gulf or Ocean) 612 Mangrove Swamp Wetland 64.60 642 Saltwater Marsh Wetland 0.04 651 Tidal Flat Wetland 1.43 911 Seagrasses** Wetland 0.84** **included in the Bays (541)category Several other components of the Clam Bay NRPA ecosystem are also addressed in Appendix 4. These components include offshore hardbottom, oyster, and other benthic faunal communities that are not specifically addressed in the FLUCFCS classification system. Additional historical information on the natural communities within Clam Bay,the mangrove,and seagrass habitats is also included as appendices to the Management Plan. FLUCFCS Code 181- Swimming Beach -:'-vi.Vt‘!'z".-\i-)V-i, , ,1 -1' 4,-4, 1..—,77.7:2<t46,""I'V.-;. 4'‘45.**'4':::-.''.7,4,,,i;* „7 ,1-47,...7„i- ,...i.-p*,iiii.t1 6743110.3_,,,,f.f,-;#4 ia .,.g ,.,. i 1.•:, fkiNto,,-, 1 -,',, , *_ , -. '.,.• k % 4.--,A.,,,,. : .07, lt,i4,.-/-2., : „n.,..2.,,.-,„ (�k l e Y S i p'ta 'S 1d i. _yt - 4ty� C —a. t t + ", ty.1 7v f T' Y74 •4„,,=.1.,T,pj xir i k , _ • ' ' r ,, ""fit /��.j, L..1,..,,. . .... s. .-,".01-.4 fit' § :w 3 ap' `..' - s" -4-00:0 z r 4 's*` ab(DIM, _* 1F r'1 Figure 4:Beach habitat within the NRPA Boundary There is approximately 8,235 linear feet of beach within the Clam Bay NRPA in three distinct segments. Contiguous beach habitat extends from the NRPA habitat both north and south along the 13 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 coast Shorebirds feed on marine invertebrates, such as coquina clams and mole crabs, at the water's edge, and beaches are crucially important habitat for nesting sea turtles. This particular habitat has been monitored periodically in terms of width as part of the Collier County Beach renourishment program,though no conclusive statements can be made about the floral or faunal details of the ecotone over the years. Large-scale generalizations based on the annual aerial photographs can be made that the overall size, composition, and health of the habitat have remained relatively stable, and with the exception of the areas immediately adjacent to the Pass, are mostly unaffected by the status of the Pass. Management concerns for the swimming beach are loss of beach area due to natural erosive processes and recreational over-use of the resource. FLUCFCS Code 322—Coastal Scrub iQp t � d � ,-"t1 < +as aS 1 ri `,L'1 ` 4tcar4 r% ' 24 i 4 r v A ,j+� ..0...;1¢ tr , ^ l4 �1 ;, s � 401,, ,k.:a k yid 441 a stir` a i+, r=r.� y?� p .0, g J :AC 322 — % _ Figure 5: Coastal Scrub habitat within the NRPA Boundary Landward of the frontal (beach)zone area is the back dune zone (also often called the coastal shrub or scrub zone). This portion of the dune is more stable, has greater organic matter, and supports less salt tolerant grasses and shrubs as well as some trees. Coastal scrub is represented by a conglomeration of coastal species generally found in a narrow band between an estuary and the beach. Many of the woody species found in coastal scrub are low growing due to low nutrient and droughty conditions of sandy soils. High winds and salt spray often prune the terminal buds of the trees and shrubs growing on the dunes and result in salt-pruned,windswept canopies. Species common in the coastal scrub zone of the Clam Bay system include: seagrape(Coccoloba uvifera), cabbage palm(Sabal palmetto), buttonwood (Conocarpus erectus) and Spanish bayonet (Yucca aloifolia). This is an important habitat as it helps anchor the back dune sands and provides habitat for several listed plant and animal species including the gopher tortoise (Gopherus polyphemus). 14 CLAM BAY NRPA MANAGEMENT Pelican Bay Services DT July 2014 Ver. 6.3 The primary management issues of concern in the coastal scrub are gopher tortoise habitat management and exotic vegetation control. FLUCFCS Code 428—Cabbage Palm Hammock si s r v \� $9 !yL t�.,r" � –s.'a -ir _ "•ti,..,... . `tie 3r f ; i a.y' ia.� ..y � ,. ;'W� !� � „ �' ., �l�r t'�� it =v lf, s.5;,:::z1,:, v (Y S` a n. is n �t9 . :4 t y `� r! Y' r �- 4 eJ ,,T* 1rv • 1.;*.if0Y1*.Ci " k �, j ' . ,,,,wY a, ,, t-Ta+ ,.,, 2F -',=...:',..:11: .-A 4s� s1�A r `. � .. .,‘• e ;-�`.+, a f ' , ', id,pe f'ik,'S:'d�.t v 3 w t:`' ' k *' p a cr, as . r' "= :,i �t t.J Ear(' €�TSs? ?t a,. 4 `` ..' ', a tL y' i Y , , j t v4;y .,*c o 7 .� i 1- S ; 3 r+b_ , } x y �' t , \ i r& roe �' 4t c t k S.Y.'" ... ms. I r k e Figure 6: Cabbage Palm Hammock habitat within the NRPA Boundary This forested zone is composed of dune vegetation and is located inland of the coastal scrub- farthest from the Gulf of Mexico. The Cabbage Palm Hammock habitat consists primarily of cabbage palms (Sabal palmetto) and is found in sandy soils. In the Clam Bay NRPA it is generally found in pockets located between the mangrove forest and the coastal scrub zone or beach areas. The primary management issues for this habitat are exotic control and preventing destructive visitor access. FLUCFCS Code 510 and 540—Interconnecting Creeks and Bays (with and without connection to the Gulf) rca(�S `c "Y r' L; * --,,p5—c k' ,-T .. .4,,, . s ti > . _ litt Ai- +�„ _!. �.' _ 1V' pit se _ /\\ % a i e• {, k Tei 4 * q ' `rad{�� i T t" "t v.`'�..!ti.. `V' t c'"eF a .t. �`S:r %"l A'" ✓. ` 1 . )., l 540 Figure 7: Open Water habitat within the NRPA Boundary 15 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 The Clam Bay NRPA contains the three larger bays associated with Clam Pass (Outer, Inner, and Upper) as well as the interconnecting shallow creeks and small open water areas. These bays and interconnections serve as the life blood of the estuary. These open water habitats serve as the basis for many other communities. Seagrass beds, oyster bars, clam beds, and other benthic communities can all be supported to varying degrees with the open waters of the bays and interconnecting creeks. Tidal creeks are passageways for fish and marine invertebrates between waters of the Gulf and the protected embayments of Clam Bay. Manatees, dolphins, and turtles may also use the Pass. Scouring action of the fast flowing tide generally prevents colonization of seagrasses and other benthic flora. Management concerns related to the bays and associated creeks include maintaining sufficient flow through them to accomplish flushing needs of the system, stabilization of the Pass without harming other components of the NRPA, and educating recreational users of the NRPA of the need to protect the shallow water habitats and the communities located therein. FLUCFCS Code 612—Mangrove Swamp (Forest) r riryy [ q r� 1R ..,' �r� l7-.-- -:::"4,P,..:17. s s 6 �'' 7 y t - ° •4 - e..r. 1 ....- :.,,,,,..4.7,_.; i'l ,4.1.,,s,,!...,, L `1 i t. ( t� .,It y .,*,.c,.jilt"' „;,‘V--:"11.-4-70.` 77 o i re. - !j, . a7 i� (z ti 1 : i3 r - x "016::.' 4' eiRA• r f1 .-„,-? , 'ilk, ' • -� ` ' 1. 3: _ _s ti” sa 'l„ . i ' t .., :11.t i ... 4 i' , trij lte—a •' 1 . "° '" ' � i ' + '6' .. „ ;; +.a ,c: '1,-..1- 3 } - a 612 Figure 8:Mangrove habitat within the NRPA Boundary Mangroves are salt-tolerant trees that grow in tidal areas of the tropics and are legally protected for their ecological value and function, such as: • Providing habitat for marine,terrestrial, and avian wildlife. • Protecting coastal areas from storm surges and coastal erosion. • Improving water quality by acting as a natural filter for land-based freshwater run-off. • Forming the basis of a highly productive estuarine food chain which includes many commercially valuable species. • Enhancing the atmosphere by absorbing carbon dioxide and reducing greenhouse gases. Approximately 65%of the Clam Bay NRPA is composed of the three most common mangrove species in Florida, namely red mangroves (Rhizophora mangle), black mangroves (Avicennia germinans),and 16 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 white mangroves (Laguncularia racemosa). All three species have special biological adaptations to cope with salt and unstable,mucky, low oxygen soils that result from the tidal,hence continually waterlogged, environment. The dominance of mangroves in tidal areas is a function of these adaptations and their ability to out-compete other wetland plants. Tidal flushing allows nutrients to be distributed within the forest and provides for the transportation of dead leaves,twigs, etc. As this material decays, it becomes food for marine life. It is this mangrove detritus which is consumed by the many organisms at the base of the food chain which, in turn, creates the next level of the food chain necessary to support the fish populations that characterize the mangrove community. The Clam Bay mangrove community is composed of both riverine(along the creeks) and basin forest components. Riverine (Creeks)Mangroves On the waterward edges of small islands and the tidal creeks,passes and estuarine waterways that make up the Clam Bay system, a fringe of red mangroves will be found growing up to 25 feet in height. This zone can be just one or two trees in depth or extend landward for some distance, depending on topography. The habitat provided by the prop roots of these red mangroves is of great importance to many fish and other aquatic organisms. Forests The majority of the Clam Bay mangrove habitat is low-lying basin forest where the dominant mangrove species varies between red, white, and black through the forest habitat. This forest community was the habitat affected by the mangrove die-off. The hand dug flushing channels were constructed throughout this community to increase the flushing capacity through tidal inundation. Special attention has been given to the mangrove community in the past because of the die-off which occurred between 1991 and 1997 (though stress in the community was documented as far back as the late 1970's). The die-off affected black and red mangroves initially but eventually ended up encompassing some white mangroves as well. More details on the recent history of the mangrove management are provided in Appendix 2. Management concerns within the mangrove habitat include ensuring adequate tidal flushing and protection from exotic vegetation or pest infestations. 17 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 FLUCFCS Code 642—Saltwater Marsh g ! 14{S �'�., ii 6` j` s. i+!"� �aFhti �m'+S +, ,f .� E +5�' ♦ a• t �.z,tVi ' `s pi*J-.4.- , }�--,-mss`�+,i:� - �s ,-;,'I' ..:. ��"'� ,.s‘ ; a �l ,r „ ir « �..,f,% t . .,fir • } -I * .j r' , K,,'n It {g" a 'i i, .: '� .5' :.<f 1 5 rem j*.�R, 19i{ �' �b}�1 '-"-C,t-,, try i (4y .,...‘,,<7 } iti +w y � '1k., t ,,j .t t y wT� �P,� r .'-...t<t �` .:'i. ;'a4 x \ r--- — t,, , , r . }- 642 ac Figure 9:Salt Marsh habitat within the NRPA Boundary At the interface between forested mangrove areas and the water management berm in Pelican Bay are depressional areas that have become colonized by aquatic freshwater plants, such as cattails (Typha latifolia), Carolina willow(Salix caroliniana), bulrush(Scirpus californicus),needlerush(Juncus romerianus), and leather fern(Acrostichum danaeifolium). Wildlife, such as otters (Lutra canadiensis), alligators(Alligator mississippiensis),various turtles, and wading birds can be commonly observed. These areas require regular maintenance to prevent the spread of nuisance and exotic plant species and ensure optimal functioning and interface between the natural mangrove forest and the water management system. Management concerns for this habitat would be protection from exotic vegetation infestation as well as ensuring appropriate water and salinity levels. FLUCFCS Code 651 —Tidal Flats " i ^ 11 t i ya ew. ':‘4--;:i t .S::1 t ver r IL.4-er,',. ..."x "z 471 1 a '0,4--'-`„„....-",',. ` �i ttb t i'4, . i .-*., - , .,„4.,,i,,,,Nfft.„.,.;. , 1017,,,,t. -., ..,,4,Pw, 4:4::, r ti ,:,,...,,,,w5t_z4,,.. .-_ .,.: w , ,,1471:i.,,,,,,,11..":,v'..4.11iitiP°.,P,7171.:r-v.,_;:'4.4.,24,-6,t,iN.,\, . . ,,, 7_.;__ :.:I 4 65ix Figure 10: Tidal Flat habitat within the NRPA Boundary 18 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 The sand and mudflats of Clam Bay are rich feeding grounds for many species of fish and wading birds. These organically rich sediments support a variety of mollusks,worms, and invertebrates that scavenge detritus or, in the case of many bivalve mollusks, extend siphons at high tide and filter vast quantities of water. Birds, such as a variety of herons, ibis, egrets, and spoonbills pick through the sediment for the invertebrate food sources. The dredging of the Pass associated with the 1998 Restoration and Management Plan resulted in an increase of exposed tidal flats within the southern portion of the system. Increased tidal range resulting from the dredging allowed more area to be periodically exposed during the tidal cycle. Some of the area that had supported seagrasses prior to the dredging work were converted into the tidal flats by the increased range and reduced phase lag. Management concerns related to the tidal flats include the templates established for the dredging,the resultant currents that could be expected as a result of dredging, and the frequency of disturbance. FLUCFCS Code 911 -Seagrass Beds -f7twr �y t,, ! '2-,7,i.--;7.c.-771::, 7 : 'Zqy ; '-� s ''‘V''':.57-: 'ry_ � _•.i 'y' .4 i 'q : �'t�`."t Ye r! rtt; 440 . 1 t '��I O Tom 1",:e. 41. . C`'�7f • s GRASS Figure 11:Seagrass habitat within the NRPA Boundary Several areas within the Clam Bay system host seagrass beds, specifically Outer Clam Bay and waterways just inside Clam Pass (see accompanying Exhibits). Three species are commonly found in these Clam Bay waters: the largest turtle grass(Thalassia testudinum),with flat strap shaped leaves; the smaller shoal grass (Halodule beaudettei(fka wrightii)),with narrow, flat blades; and paddle grass (Halophila decepiens), with the smallest,paddle shaped leaves. Shoal grass is by far the most common though a small area of turtle grass has persisted since the 1998 dredging. Paddle grass is much more ephemeral in nature, and diligence is required to be able to locate it during the time frames when it is present. Seagrass coverage in Clam Bay has varied over time but has always been found predominately in Outer Clam Bay and the waterway between this bay and Clam Pass. A 1994 Collier County report estimated seagrass coverage at approximately 10 acres. Pre-dredge surveys conducted in 1999 estimated coverage at about 5.13 acres. Annual monitoring of seagrass beds along the monitoring transects has estimated coverage from a low of approximately 1.2 acres in 2003 to the current estimate 19 CLAMBAYNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 of 2.85 acres from the 2013 survey. It should be noted that the coverage estimates are taken from along the survey transects only and do not account for other scattered grasses that may be located elsewhere in the system. Management concerns related to seagrasses include direct impacts due to recreational use and potential dredging templates,turbidity and water quality concerns related to flushing(too much or too little)and stormwater inputs, and algal infestations due to nutrient increases. A history of the seagrass monitoring efforts in Clam Bay is included in Appendix 3, attached to this report. Other Benthic Habitats Oyster Bars t �m s,rs3 v r •y�fil '4 y4,5 y l k�: y�.M ,f7::::: , :v 1 ;`�,: w ;1..�j�w' 3 frl. . Ra. § ,,`t�X�r F �vy',,a i k.dt+1[ (ij t 4i 14 . a �j 4 . .;• x,•7i,,. . ,. , f ?•' ry iF1 ti.' .� t M'=F i . - 4tis-nr �' t:kt y } , -,,,,..44,i,,-, y 4 4-...0,.4-. t k t.:4--- 4. gq.- 'A A t3•�n .�. �vt.`.rl � ��s iii �� i.tij .• t r APPROXIMATE OYSTER LOCATIONS Figure 12: Oyster locations within the NRPA boundary Oysters (Croassostrea americana) are filter-feeding bivalves,which were once common within the tidal creeks of Clam Bay (Humm and Rehm 1972). Deteriorating conditions, in part related to closures of Clam Pass, are thought to have resulted in the disappearance of oyster bars in the system,though some reoccurrence has been observed to the south of the Pass in the last few years during seagrass transect monitoring. Oysters have been documented around the perimeter of Outer Clam Bay in past years' monitoring efforts. A 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida found living oyster clusters in the upper reaches of Upper Clam Bay(a single cluster), in the tributary between Outer and Inner Clam Bays (a single cluster), and throughout the shoreline of Outer Clam Bay. Management concerns related to oyster growth are similar to the seagrass concerns, namely protection from recreation users, water quality, and flushing. 20 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Other bivalve mollusks In addition to oysters,the 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida also found two other bivalves within the Clam Bay system. The pointed venus clam (Anomalocardia auberiana) and the stout razor clam (Tagelus plebeius)were both observed. Turrell, Hall&Associates, Inc. benthic surveys found several beds of southern hard clams (Mercenaria campechiensis) also present in the system. These mollusks are generally found within the shoal and tidal flat areas of the system and could be susceptible to impact during dredging or other disturbance operations. Management concerns would be protection from recreational users, water quality, flushing and dredging. o f .;. tR'r„Ha i .f�v# u'r ,M s 1 �: +�.`��^.i� - > ;;;;i1;-* wT 40 g s o?� : ; t *.h1 r ; 1 a4' O ` v M 4;;.47,1,C p.. cr ' t 3 ; Figure 13:Exhibit from Conservancy of Southwest Florida Report Tubiculous Polychaetes Tubiculous polychaetes (tube worms) are typically the most abundant biological assemblage in Clam Bay and are primarily associated with muddy and sandy substrates. Polychaetes, including worm tubes and mud tubes, shell-encrusted polychaete tubes (Polychaeta) and trumpet worm (Pectinaria gouldi) tubes, are a vital component of the estuarine food web,providing key linkages between primary producers and higher trophic levels. Polychaetes create habitat and food for many organisms, such as mollusks, fish and even sea turtles. These worms are usually filter or deposit feeders that keep the substrate aerated and free of waste accumulation. Polychaetes tend to dominate Inner and Outer Clam Bays,with lower occurrences in Upper Clam Bay, the Lower Tributary, and,to a lesser extent,the Upper Tributary. 21 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Hardbottom Communities $4..jf -,. I '=t'0 y w R� r,"w,,*i..,,'+=oat 04 4,41,,,..-�. A. . "`. ,r-.:, �.. 1- t • ''31 r �„R w "y`"} V C, `fir' " '' J r ' �� 73AV irk,-.3„," '.',1''_..0, -,,:'p"' '.. �-, •. {,. �y . . , OUTER 4 r .: r:-.' . sae , ry , CLAM BAY t �: f CLAM BAY ti 1-ya c UPPER aii•, CLAtil BAY ig, •, �� ,.,,. :"i �� CLAM I '} • ' '':,r..0 .� v``_'. PASS ���1'�� GULF OF r MEXICO Figure 14:Hardbottom Community off-shore of the NRPA boundary Another important marine habitat marginally associated with the estuarine system is the hard bottom reef community found just seaward of Clam Pass. In about 10-15 feet of water a variety of sponges, stony corals, gorgonians, fish and associated invertebrates can be found within a system of rocks and ledges. Outcroppings of similar habitat type occur along the length of Collier County and are a little known resource of regional significance. Collier County has mapped this resource through side scan sonar surveys in 2005 and 2009 as part of its beach renourishment project. The information received from the County shows that the landward edge of this habitat is located approximately 250 to 300 feet offshore from the Pass. Management concerns related to this habitat include recreation use and potential turbidity impacts resulting from dredging or other management activities within the Clam Bay NRPA. Invasive,Non-native and Problem Species In an ecological context, an invasive species is one that is aggressive in growth and expansion of range and tends to dominate other appropriate native species. Its establishment and dominance can cause widespread harm to an ecological system by altering the species composition, susceptibility to fire and hydrology of an area. Non-indigenous species (i.e.,non-native or exotic species)are those that have been introduced purposefully or accidentally to an area outside their normal range. Category I species are those that have been documented to drastically alter natural communities by displacing native species. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. FLEPPC Category I plants observed within the Clam Bay NRPA boundary: - Brazilian Pepper(Schinus terebinthifolius) 22 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 - Melaleuca (Melaleuca quinquenervia) - Australian Pine (Casuarina equisetifolia) - Beach Naupaka (Scaevola taccada) - Earleaf Acacia(Acacia auriculiformis) - Shoebutton Ardisia (Ardisia elliptica) - Air Potato (Dioscorea bulbifera) - Lantana(Lantana camara) - Old World Climbing Fern (Lygodium microphyllum) FLEPPC Category II plants observed within the Clam Bay NRPA boundary: - Coconut Palm (Cocos nucifera) - Wedelia(Sphagneticola trilobata) - Oyster Plant(Tradescantia spathacea) - Mahoe (Talipariti tiliaceum) These species will be removed or reported to the responsible entity for removal. Listed Species State and federal wildlife agencies will review any proposed management activities within the Clam Bay NRPA to determine if impacts to listed species will occur. While there are many listed species (State and Federal) that utilize the Clam Bay NRPA, the six listed below have garnered the most scrutiny as being vulnerable to impacts associated with Pass maintenance activities. These, as well as other listed species that do or potentially could utilize the NRPA, are listed in Appendix 4. Smalltooth Sawfish (Pristis pectinata) A juvenile smalltooth sawfish was observed by Turrell, Hall &Associates, Inc. biologists in 2008 in the connector creek between Inner and Outer Clam Bays. Smalltooth sawfish are found in the tropical and subtropical Atlantic Ocean. In the western Atlantic they have historically ranged from New York to Brazil, including the Gulf of Mexico and Caribbean Sea. Habitat destruction and overfishing have succeeded in eradicating the smalltooth sawfish from the majority of its former range. Consequently, it survives in small pockets throughout its current range. The last remaining population in U.S. waters is off south Florida, a small remnant of a population that once ranged from New York to Texas. Mangrove Rivulus (Rivulus marmoratus) This small fish has not been identified within the Clam Bay system in previous surveys or field work but the mangrove habitat is appropriate, and they could be present in the upper reaches of the mangrove forest. The mangrove rivulus is primarily a saltwater or brackish water species, with limited occurrence in freshwater. Within the Everglades and along Florida's west coast, this fish occurs in stagnant, seasonal ponds, and sloughs as well as in mosquito ditches within mangrove habitats. The mangrove rivulus is able to survive in moist detritus without water for up to 60 days during periods of drought, anaerobic, or high sulfide conditions. 23 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Loggerhead Sea Turtle (Caretta caretta) Loggerhead sea turtles have been documented nesting on beaches within the Clam Bay NRPA. Loggerheads are circumglobal, occurring throughout the temperate and tropical regions of the Atlantic, Pacific and Indian Oceans. They are the most abundant species of sea turtle found in the U.S. coastal waters. In the Atlantic, the loggerhead turtles range extends from Newfoundland to as far south as Argentina. The loggerhead turtle was first listed under the Endangered Species Act as threatened throughout its range on July 28, 1978. In September 2011,National Marine Fisheries Service (NMFS) and U.S. Fish and Wildlife Service (USFWS) listed 9 Distinct Population Segments of loggerhead sea turtles under the Endangered Species Act (ESA). The population in the Northeast Atlantic Ocean Segment is listed as endangered. The agencies are currently proposing Critical Habitat designations on several areas which contain a combination of nearshore reproductive habitat, winter area, breeding areas, and migratory corridors. The Clam Bay NRPA is contained within the LOGG-N-27 segment of this proposed critical habitat area. Gopher Tortoise (Gopherus polyphemus) Gopher tortoises and their burrows are found along the coastal strand portions of the Clam Bay NRPA. The range of the tortoise includes southern portions of Alabama, South Carolina, Louisiana, Mississippi, and Georgia as well as most of Florida. Piping Plover(Charadrius melodus) Piping plovers have been rarely sighted foraging or resting along the shoreline within the Clam Bay NRPA boundaries. No nesting activities have been documented within the NRPA. West Indian Manatee(Trichechus manatus) Manatees have been sighted on numerous occasions within the Clam Bay NRPA boundaries. Manatees can be found in shallow, slow moving rivers, estuaries, saltwater bays, canals, and coastal areas particularly where seagrass beds or freshwater vegetation flourish. Manatees are a migratory species. Within the U.S., they are concentrated in Florida in the winter. In summer months, they can be found as far west as Texas and as far north as Massachusetts, but summer sightings in Alabama, Georgia and South Carolina are more common. Other Species Lists of plant and animal species that have been observed within the Clam Bay NRPA and the adjacent Pelican Bay development areas can be found in Appendix 4 of this Management Plan. These lists are not all-inclusive but represent a wide array of the species found within and adjacent to the Clam Bay NRPA habitats. 24 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Hydrology Hydrological regime, sometimes referred to as the surface water or surficial hydrology, in simple terms describes the long term spatial variation in the water depths and period of inundation within a wetland system. This is because the surficial hydrology has both horizontal and vertical components and provides key ecological functions to the mangrove forest(Lewis,pers. comm., 2008). With respect to the horizontal component, incoming water(both tidal and surface water run-off) into an estuary brings with it nutrients, dissolved oxygen, and marginally lower salt concentrations. Conversely, the outgoing water leaving a mangrove wetland (through tidal exchange) removes metabolic waste products (e.g. carbon dioxide and toxic sulfides)and excess salt. The vertical component refers to incoming water that percolates down into the sediment and root zone, and the sediment drainage, on a falling tide which removes metabolic wastes and excess salt. It is the inflow and outflow of sea water that is critical to the ability of the estuary to manage these two ecological functions and, as such, dissipate salts, organic matter and freshwater. It follows that anything that affects the system and alters the ability of the system to perform these functions, will, in most instances, cause stress to the system and, at some point in time, result in the death of the system or portions of it. Hydrologic studies indicate that the tidal flushing capacity of Clam Bay prior to the restoration dredging was limited and almost insignificant in Upper Clam Bay. The preliminary hydrographic assessment of the Clam Bay system prepared by Tackney&Associates, Inc. (August 1996) demonstrated rather dramatically that there was a significant reduction in tidal range between the middle boardwalk and Inner Clam Bay. Tackney described the flow in that area as "measurably reduced"and "very inefficient". The connecting tidal creek between the Pass and Inner Clam Bay is the key conduit for tidal input and outflow to the northern reaches of the Clam Bay system. Its constriction and the ancillary constriction of tributaries connecting to it impact the quantity and quality of the flushing that can occur in Inner and Upper Clam Bay. Another key aspect of the surficial hydrology is the vertical location of the water level elevation relative to the sediment elevation. Specifically, the mean low water(tide) elevation has to be sufficiently lower than the sediment elevation in order for sediments to drain during low tide. A persistent high surface water elevation stops sediment drainage and results in anoxic sediment and the accumulation of toxic waste products. The absence of meaningful exchange was certainly a contributor to the significant degradation of the mangrove system within Clam Bay. (Tackney 1996; Lewis pers. comm., 2008). In this context Tackney observed that, even in the absence of rainfall, the average water surface elevations for the inner and upper bays were higher than the average surface elevation for the Gulf. Analysis of the tidal data indicated that average water surface elevations in the Inner and Upper Clam Bays were both elevated above the average Gulf water surface elevation by approximately 0.2 feet. This indicated that the tidal range in Inner and Upper Clam Bays was muted and that the system was 25 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 receiving significant additional water through runoff and restricted capacity to drain additional inflow. In fact, in portions of the Tackney study no tidal fluctuation was noted in the Upper Clam Bay and only marginal tidal effects were observed in Inner Clam Bay. The reduced tidal ranges were also accompanied by relatively large phase lags. The phase lag is the average time delay measured in hours and minutes between the occurrence of slack(high or low) water in the Gulf of Mexico and the measurement stations. It is affected by both the distance between measurement stations and the amount and quality of hydraulic resistance of the connecting channel. The longer the distance and the higher the resistance, the more pronounced one would expect the phase lag to be. In the upper bays, high and low waters generally occurred over three hours later than the Gulf tides. These conditions indicate that the tidal creeks connecting the interior bays are hydraulically very inefficient. As a result,the upper bays are prone towards extended periods of flooding as a result of freshwater runoff and the inability of the system to drain efficiently. During Tackney's field studies of May 1996, rainfall of approximately 4 inches in three days was adequate to flood the Upper Clam Bay above high tide levels and sustain this flooded condition for over two days. Accordingly, he concluded that the creeks and bays that serve to connect the Inner and Upper Bays were significantly less efficient in the ebb tide stage than they were in the flood stage. Studies undertaken by both Lewis Environmental Services, Inc. and Turrell &Associates, Inc. would support this conclusion. (Turrell 1995). Finally, an additional attribute of the system that is directly related to tidal prism and the quantity of inflow and outflow is the question of inlet stability. Inlet stability refers to a tidal inlet's capacity to adequately scour out deposited sediments and prevent inlet closure. For a given wave environment, inlet stability is governed primarily by the volume of water (tidal prism) carried by the inlet. To remain stable, an inlet must have the characteristic that a temporary constriction in cross-sectional area produces an increase in current velocities adequate to scour out the constriction. To function without mechanical intervention, the system must generate a sufficient volume of water on the ebb tide to scour out the inlet naturally, otherwise the inlet will, over time, continue to close. This is particularly true during periods of high wave activity and low tidal ranges. (Turrell 1995; Tackney 1996). The six closures of Clam Pass that have occurred in the past twenty-five years indicate that stability of Clam Pass is marginal. (Turrell 1995; Tackney 1996, Humiston 2010). Hydrologic studies have indicated that during a tidal cycle, 75-80% of water that flows through the Seagate culverts originates in Clam Bay, while 20-25%of water that flows through the Seagate culverts comes from Venetian Bay (PBSJ 2009). Enlarging the Seagate culverts is not recommended because it would further reduce the tidal prism of the Bay and decrease the stability of Clam Pass (FDER 1981; Tackney 1996). Since implementation of the 1998 Management Plan, the hydrologic conditions of the Clam Bay System have improved considerably, resulting in the restoration of the mangrove forest. 26 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Freshwater Component Under predevelopment conditions, much of the area's rainfall was held on the surface of the land in sloughs and other low areas. This water would either slowly filter through the soil to recharge the shallow aquifer or move through the mangrove community to the bay. Less than ten inches of the approximately 53 inch average rainfall is estimated to have been lost from the uplands east of Clam Bay as surface runoff. The storage capabilities of the land thus moderated surface flows,preventing extremely high flow rates during the rainy season and serving to maintain surface flow and groundwater flow during the dry season (FDER 1981). The development of Pelican Bay had limited fill impact to the Clam Bay system, but it did modify the pattern of freshwater entering the Clam Bay system (Wilson, Miller et. al., 1996). The stormwater management system as designed, permitted, and implemented at Pelican Bay employs a series of detention ponds, swales, and culverts to regulate the discharge of run-off into Clam Bay. Discharge occurs almost continuously along the eastern perimeter of the conservation area. Run-off from the northern end of Pelican Bay is collected and discharged into Upper Clam Bay. Irrigation water for 27 holes of golf and landscaping in Pelican Bay is approximately 3.0 MGD, which approximates 26 inches per year of additional rainfall equivalent(Wilson, Miller et. al., 1996). When added to the average rainfall for South Florida of approximately 53 inches per year, the local area has an effective rainfall of approximately 80 inches plus annually. This is significant, particularly when viewed in the context of predictable storm events that have the potential for altering the amount of average rainfall entering the Clam Bay system. The"Pelican Bay Water Management System— Stormwater Detention Volume and Water Budget Analysis" (Wilson, Miller, Barton &Peek, Inc. April, 1996) describes the water management system as being divided into six watershed or drainage basins. Rainfall, including irrigation, reaches the ground and either seeps into the ground or runs off to a stormwater detention area within each system. The stormwater detention plan for Pelican Bay has a standard,permitted design capacity to hold the first inch of stormwater during a 25-year storm event. The stormwater is detained for flood protection and pollutant control. Stormwater discharge is controlled by a series of weirs designed such that the post-development stormwater run-off rate does not exceed pre-development rates. Stated differently, the system is designed to discharge stormwater in the development portion of Pelican Bay in the same manner that it discharged stormwater prior to development. The stormwater discharge is gravity driven and exits the weir system for a final release into Clam Bay. Stormwater runoff from an additional 130 acres of watersheds, outside of Pelican Bay, contributes a supplementary and significant volume of discharge to Clam Bay. This water represents 7.9% of the total stormwater discharge to Clam Bay. 27 w...r CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 k 4 Mr .J3-', t4{�" j-r,::c `ifs,:i ;i _f-•- , -N' 4 ;, •r„_ _ ::ii.3--7i 4 .-a{. Y S: t Lair- 1i':71". !! .`" 34; y,.,F"-416 .zs 1 t ._,:', t. M:...,_,...,_l tt t.. `[ mss. .._ _3� ......""Z C�p `� e j 1� J4t +tp' ' 4 ' 'T- s' , ' trf r ra;r9e " ai � ta -? , �» �,," q�vI � At '.{ ' -�ah• 1 ym25. --r\ pxamir-� .�� .� -,r,4,,,,, .'.. aa: . . f_ ✓ f." , r- 1sry BASIN 2 ' � '' _� BASIN 4 BASIN 3 ' � � ,." Y , t £ ••4 .sk, „..e.:-,-,. `t BASIN t • • ;,► J i.rn. x�Vq'l`b'" i£1r,� ;.xa�} ..,t `'t� 't4�-.::. ��t �r�t 1 I.r.':- , rt '�'a"-n`Y - '�X'.f01 1"=” , '9f4 • *:',11 ��r. ,100r VII BASIN 5 s s1 it11Yl+ 3,1 ,t.?x;' `- . '1,2,,,:%.-7....', +4 U ryi I. rti -•'•' 1 a � . h ` y �( a t z 91 „tSIt.. ,, -41:;,..t..4.0. 7.— y -- ' ' , 4± w y '''e sn,44-47rs.,-.4°.'. ,,ifti BASIN 6 j` tP' -^�' ' 1 S 49 Figure 15:Approximate locations of Drainage Basins within the Pelican Bay Development(photo is oriented with north to the left and west down). 1 As the area of Pelican Bay to the east has undergone development, it has increased the impervious surface area,with a concomitant increase in surface runoff,which is eventually discharged to Clam Bay. The daily irrigation water volume enhances the saturation of the uplands which reduces their ability to accommodate rainfall volume,thus effectively increasing surface and groundwater discharge. Groundwater discharge can be commonly observed throughout the eastern side of Clam Bay and is discernible as a very slight sheet flow. Where this water encounters a discharge system, even one that is not operating at peak efficiency(from an engineering, not historical, standpoint), such as Outer Clam Bay, excess water is effectively removed from the system. However, in the northern section, sheet flow was not being efficiently removed at the time of the mid-1990 mangrove die-off due to lack of flow through the forest. Thus, it accumulated, increasing soil saturation and raising the mean water table elevation, and apparently overwhelming the black mangrove's anaerobic soil/gas exchange mechanisms. Mangroves in these areas became stressed and died. The construction of hand-dug flushing channels in the mangrove forest,undertaken as part of the 1998 Management Plan addressed this problem and resulted in the reestablishment of mangroves throughout the die-off area. Inlet Dynamics Clam Pass is a small wave-dominated inlet on the southwest coast of Florida that provides a tidal connection to approximately 570 acres of wetland preserve in the 570 acre Clam Bay NRPA. The relatively small tidal prism of Clam Bay provides a critical balance between tidal flow in and out of the inlet channel and littoral processes moving to the inlet. This affects the inlet hydraulic efficiency over time, especially when littoral transport rates are high due to periods of high wave energy. 28 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 The morphologic features of a tidal inlet include ebb shoal, flood shoal, and inlet channel. The flood shoal includes the sand shoals on the bay side of the inlet channel. The flood shoal is less dynamic than the Gulf side of the inlet as it is influenced mainly by tidal flow and sheltered from the varying wave conditions on the open coast side. The ebb shoal features can be explained as a sand bar forming a delta on the open coast side of the inlet. The ebb shoal delta shields the inlet channel from waves and provides pathways for sand transport along the coast to bypass the channel without shoaling the inlet closed. I 141, f` Bari iii " `' a 'el, ag\,,, s r` a r _. Ihr. Figure 16:Ebb and Flood Shoals. Figure provided by Humiston&Moore A stable inlet system requires an ebb shoal feature that prevents rapid shoaling at the inlet mouth. The inlet channel maintains its flow cross-section through tidal flow that scours the channel to required flow area while the waves are moving large amounts of sand along the coast. The stability and dynamics of a tidal inlet are based on the balance of the two forces of tidal flow versus wave-induced current and sand transport. The direction of wave action plays a significant role in the shape and dynamics of the inlet features. Clam Pass is marginally stable but subject to shoaling, and therefore requires regular monitoring to determine if dredging is needed. The relatively small bay area compared to other estuaries in Southwest Florida provides adequate tidal flow to keep the Pass open under typical conditions. The narrow nature of the flood shoal area surrounded by the mangrove forest limits the flood shoal capacity to maintain an equilibrium volume and bypass additional sand to the Gulf and bay waters. The accumulation of sand over long periods of time, especially within the flood shoal and inlet channel, creates additional resistance to flow. This additional resistance causes a reduction in the tidal range within the bay system and consequently reduces the flow through the Pass. If this occurs,maintenance dredging to restore flow rates may be needed. 29 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 During the 1990's Clam Pass was subject to channel migration as well as closure,and dredging was necessary to keep the inlet open. In 1998 the Pelican Bay Services Division developed the Clam Bay Restoration and Management Plan that was approved by the Collier County Board of Commissioners. The purpose of the plan was to address the mangrove die-off by improving tidal flushing into and out of the mangrove forest areas. This was accomplished through the dredging of Clam Pass and portions of the interior creeks within the system, as well as the construction of a network of hand-dug channels throughout the original die-off area and several other areas that were exhibiting stress. The implementation of the Clam Bay Restoration and Management Plan resulted in a significant increase of the tidal prism compared to conditions prior to 1999 and the eventual recovery of over 90%of the original mangrove die-off area. In addition to the 1999 dredging, dredging occurred in 2002, 2007, and 2013. The 2013 dredging took place following inlet closure in late 2012 after the passage of Tropical Storms Debbie and Isaac and high-energy wind and wave conditions. The inlet was reopened in April, 2013 and tidal exchange between the bay and the Gulf of Mexico was restored to near design levels. Chapter 5.0 of this Management Plan outlines the scope of the monitoring efforts and factors that will be considered prior to a determination to dredge Clam Pass. Water Quality During the initial environmental permitting of Pelican Bay,the agencies required water quality testing within the Pelican Bay subdivision and the Clam Bay estuary to help evaluate the impact of development on Clam Bay. The water quality testing program was first implemented by the Pelican Bay Improvement District(PBID)starting in the early 1980's. In 1990 the PBID became the Pelican Bay Services Division (PBSD), a dependent Division of Collier County. The PBSD continued the testing program after 1990. The PBSD is currently the responsible entity for the testing program. The water quality testing is performed at several sample points within Pelican Bay and Clam Bay. The sample point locations are shown on the Figure 17 on page 31. There are currently nine sampling locations within Pelican Bay and Clam Bay. Sample points W-7 (located in the creek near the north Pelican Bay Foundation boardwalk); W-6 (located in the creek near the south Pelican Bay Foundation Boardwalk); W-1 (located near the kayak launch area at the southern end of Outer Clam Bay);North Seagate (located on the north side of the Seagate culverts between Venetian Bay and Outer Clam Bay); and Upper Clam Bay(located at the very north end of Upper Clam Bay) are within Clam Bay, and are categorized as Class II waters by the Florida Department of Environmental Protection (FDEP). The remaining four sampling points are PB-13 (located north of the Sandpiper parking lot on both sides of the berm); PB-11 (located between the St. Maarten condominium and the Commons on the east side of the berm); Glenview (located between the Glenview and Stratford condominiums on the east side of the berm); and St. Lucia(located adjacent to the St. Lucia condominium on the west side of the berm), which are located in the stormwater treatment portion of the property(Class III waters)within Pelican Bay. 30 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 t ea' } r ', , C yq .'' +1 r: } tom. ! Il , fr. .,,/,--,...$ " .':�.: 11 x. -fir .4,‘-' '-'...' +a : ii,,, .vtly iT w .,4 4: 00 4'''' •'"-•*1 401A4c.gu570.'I• '*'. , ,, lir, ,,,-„,,,,,, ., ...4}� rx y ,. , ., ,. t . "`•:...A.:'17.14 -',?‘'. 4.-f. .:- ,‘., �`"°" s /1 .� moi' . � s :::*4'' 44,. ' j. . r --. "`mow ..a,..,„-.4,-,. E .,..4. t YYY����-- YRA t N � 4,-, ar 1.N,,,,,t-.. . . Ali..t, ii,...,,‹: I: ,...,., iiii f • ''..--.4 r ...,_ e 4—fir7,--4,- At. .::. .I' ',:!.... r {, # �' mom,r �� !Rii St ,,,,. -,,,, ,,:ik.,,,,,2_,------_,,...",-„, 4.1.,,,,,,,,..v.._,,... _., -,,,,.; ,- w....-- '71,77.777";--Sit }T`�vy E. �y}yS� ,,r 'rt4.`t .Ya 1,0 7 t i yrr ,0. i'� J :t I W ----,-4.,-,--e--z,- — . ''''.4-..,'-'k 'IP. ''.::IV' -1.,-; 'or'i •? .A '!:47,4 'l'..*:J. -",1- 4 Figure 17: Mateo-Quality monitoring locations within the.\RPA Boundary 31 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Water quality sampling is conducted within the Clam Bay system on a monthly basis. The samples are collected by PBSD staff and transported to the Collier County Pollution Control laboratory for processing. Parameters sampled and collected, include: • Field pH • Field Temperature • Field Salinity • Field Dissolved Oxygen • Ammonia • Carbon—Total Organic • Chlorophyll a • Copper(added to the parameter suite in 2013) • Nitrate-Nitrite (NO3-NO2) • Nitrite (NO2) • Nitrogen—Total Kjeldahl • Orthophosphate (OPO4) • Pheophytin • Phosphorus - Total • Residues—Filterable (Total Dissolved Solids (TDS)) • Silica(SiO2) Water quality sampling results of nutrient loading seem to indicate that the development stormwater management system is doing its job. No evidence of nutrient loading has been observed within the Class II waters though several spikes and elevated nutrient(nitrogen and phosphorus P) levels have been observed from the testing locations along the berm. It is believed that the spikes observed are correlated with fertilizer application within the community. The FDEP conducted water quality sampling within the Clam Bay NRPA in 2011 and 2012. Based on their sample results,FDEP had made an initial determination that Clam Bay could be impaired for both dissolved oxygen (DO) and copper. As a result of coordination between FDEP, PBSD,the Pelican Bay Foundation, and involved consultants,FDEP made a determination that the oxygen levels in Clam Bay were natural, and the system was not listed as impaired for DO. TMDL (Total Maximum Daily Load) is defined by the FDEP as the maximum amount of a given pollutant that a surface water can absorb and still meet water quality standards. FDEP did determine that the Clam Bay System was impaired for copper and placed the Clam Bay system on the Everglades West Coast verified list for copper with medium TMDL priority(5 to 10 years for TMDL development). Subsequent copper testing undertaken by PBSD has also shown periodic elevated levels of copper within the Clam Bay Class II waters. The PBSD is developing an upland stormwater and nutrient management program that is designed to reduce nutrient and copper inputs into the stormwater system. Once completed, this program can be given to FDEP for review. If the FDEP is satisfied with the anticipated reduction of copper resulting from the implementation of the plan, the system could be removed from the impaired list. While the 32 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 upland nutrient management plan is not part of this Management Plan,PBSD will work closely with the Pelican Bay Foundation to coordinate and share information and to integrate management decisions and activities into this Management Plan where appropriate. Archaeological Resources The Florida Division of Historical Resources Master Site File lists three known archaeological sites within the Clam Bay NRPA boundary. All three are located within the mangrove forest habitat. Two of the sites (CR476 and CR547) are located north of the Pass and south of Inner Clam Bay. The third site (CR576) is located south of the Pass and north of the Clam Pass Park boardwalk. Site CR476 is identified as a prehistoric campsite and shell midden possibly supporting the use of several cultures dating from 8500 B.C.to A.D. 1700. Sites CR547 and CR576 are identified as shell middens which were in use between 100 B.C. and A.D. 1700. All three of the sites are within the mangrove forest and outside of the footprint of any previous or future anticipated dredging activities. Recreational Use The Clam Bay NRPA provides a variety of opportunities for recreation, such as walking, kayaking, canoeing,paddle-boarding, swimming, fishing, and snorkeling. Many Collier County residents and visitors enjoy the natural environment of the preserve. Recent stakeholder input, as well as prior reports, supports the use of the Clam Bay NRPA for low-impact recreation. It is important that all who participate in recreational activities within the system do no harm to the flora, fauna and water quality of the Clam Bay NRPA. Clam Bay's dense forest of mangroves significantly limits walking in the preserve. Most walkers seeking to enjoy the rich natural environment of Clam Bay use the three boardwalks that cross the preserve and provide access to the beach. Residents and guests of Pelican Bay use the northern and middle boardwalks. The southernmost boardwalk is open to the public and accessed from the parking lot at the south end of the system. Trams are used on all three boardwalks to transport those choosing not to walk on the boardwalk to the beach. Fishing and swimming are popular pastimes. Fishing can be done from the boardwalks and canoes or by wading into the water. Swimming is usually confined to the beach areas, but some swimmers and waders, if conditions permit, venture into Clam Pass. Kayaks, canoes, and paddleboards are used by those wanting to enjoy the natural setting and serenity of Clam Bay's waterways. There is a public launching area for non-motorized vessels adjacent to the parking lot at the south end of Outer Clam Bay. There is also a launch area for canoes and kayaks for 33 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Pelican Bay residents on the northern boardwalk. The canoe/kayak trail is clearly designated by canoe trail markers from Outer Clam Bay to Upper Clam Bay. Occasionally, motorized vessels, including boats,jet-skis or other personal watercraft, have been observed operating in a manner that may be in violation of Florida Statutes. Appropriate County Ordinances regarding vessel operation may be sought in the future to ensure that Clam Bay remains a safe environment for all recreational users. 34 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 4.0 Management Plan Goal and Supporting Objectives The following goal and supporting objectives for the management of the Clam Bay Natural Resource Protection Area (NRPA) were developed in accordance with the directives of the Collier County Board of Commissioners (BCC) and the Pelican Bay Services Division (PBSD), which serves as an advisory board to the BCC. The goal and supporting objectives were formed in conjunction with stakeholder input and are based on the management issues present in the NRPA as well as the purposes for which the land is held in public trust. The Clam Bay NRPA requires active management to ensure its long term health. The goal and supporting objectives set forth in this plan should not appreciably change over time, but management techniques and strategies may be modified to appropriately manage the NRPA. Annual reports documenting the results and analysis of all monitoring activities over the course of the previous year will be completed, and the results presented at one of the PBSD's announced monthly meetings. The ability to implement specific objectives of the management plan is dependent upon available administrative and financial support. Therefore, activities will require prioritization to remain within available funding. Management strategies will be reviewed annually and adapted as needed. GOAL The goal of the Clam Bay NRPA Management Plan is to establish the basis for management activities that will be undertaken to protect the health of the Clam Bay NRPA estuary. Objectives to support this goal include: 1. Maintain and protect the native floral and faunal communities within the Clam Bay NRPA 2. Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA 3. Monitor and maintain water quality within the Clam Bay NRPA 4. Monitor archaeological sites within the Clam Bay NRPA 5. Ensure recreational activities are environmentally compatible within the Clam Bay NRPA These objectives were formed to allow for adaptive management, whereby the compilation and analysis of all data will occur holistically and provide direction to adjust strategies to better achieve the goal. 35 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Objective 1 —Maintain and protect the native floral and faunal communities within the Clam Bay NRPA A. Maintain healthy, native floral and faunal populations. • Establish plots and photo points in Scrub and Hammock habitats and monitor periodically. • Monitor established plots in the mangroves periodically. • Monitor established transects in the seagrasses periodically. • Update a list of observed wildlife periodically. • Monitor benthic organisms periodically. B. Protect Listed Species. • Monitor gopher tortoise burrows periodically. • Report Collier County's sea turtle nesting findings as they become available. • Update the species list in the NRPA as new species are sighted. • Conduct appropriate wildlife surveys in association with disturbance events. • Update educational information on species, such as the Clam Bay Guide, as needed. C. Remove Exotic and Nuisance Flora and Fauna. • Locate and identify exotic, nonnative, and nuisance species. • Remove, or report to the responsible entity for removal, Category I and II invasive exotic species and nuisance species as needed. 36 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Objective 2—Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA A. Identify the minimum tidal flow necessary to ensure a healthy ecosystem. Provide sufficient tidal exchange to maximize benefits while minimizing negative environmental impacts. • Conduct periodic bathymetric surveys of Clam Pass. • Conduct periodic analysis of tidal data. • Maintain tidal gauges. • Conduct bathymetric surveys of interconnecting waterways when needed. • Determine through regular biological monitoring whether ecological health warrants intervention strategies. • Seek appropriate federal and state permits to dredge Clam Pass or interconnecting waterways if needed. • Monitor identified variables of Clam Pass conditions to determine when dredging is needed. (See Chapter 5.0 and Appendix 5 for information on variables.) B. Ensure appropriate freshwater inputs and drainage. • Conduct periodic monitoring of hand-dug channels. • Perform periodic maintenance of selected sections of hand-dug channels. • Develop intervention strategies if data document the need. Objective 3—Monitor and maintain water quality within the Clam Bay NRPA A. Develop a long-term water quality program that ensures a sustainable healthy environment for all users. • Continue a program of water quality data collection, making certain that all protocols and sampling locations comply with FDEP guidelines and standards and address the Site Specific Criteria approved by FDEP. • Review and report water quality data, including comparison to historical data and in conjunction with biological data. • Develop intervention strategies when standards are not met. • Enter data into STORET system on an annual basis. • Develop a plan to address copper impairment in Clam Bay. B. Support programs for controlling water pollution from point and nonpoint sources. • Support Best Management Practices for fertilizer and irrigation use in Pelican Bay. • Support programs to reduce algae levels in upland stormwater ponds in Pelican Bay. • Support programs to reduce additional copper input into stormwater ponds in Pelican Bay. 37 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Objective 4—Monitor archaeological sites within the Clam Bay NRPA A. Monitor conditions of known archaeological sites. • Review historical records of Florida Division of Historical Resources (DHR)on known archaeological sites. • Inspect known archaeological sites periodically. • Report findings as appropriate to DHR. B. Implement strategies for the protection of archaeological sites as needed. Objective 5—Ensure recreational activities are environmentally compatible within the Clam Bay NRPA A. Monitor access and the condition of the facilities for recreational uses. • Report vegetation needing to be trimmed to the responsible entity. • Report litter needing to be removed to the responsible entity. • Report facilities needing to be repaired or replaced to the responsible entity. B. Maintain existing canoe trail. • Inspect signage periodically. • Repair or replace trail marker signage as needed. • Repair or replace caution seagrass and shoaling signs as needed. • Revise and/or reprint the Canoe Trail Guide as needed. C. Maintain existing signage for safe swimmer and boater usage. • Inspect signage periodically. • Repair or replace signage as needed. D. Monitor use of facilities/area for recreational uses. • Encourage citizens to report unsafe or environmentally harmful use. • Coordinate with responsible entity to enforce the laws and regulations as needed. • Continue to support the use of the Clam Bay NRPA for low-impact recreational uses. E. Maintain materials to educate visitors about the unique features of the Clam Bay NRPA. • Inspect educational signage periodically. • Report signage needing repair or replacement to the responsible entity. • Update Clam Bay Guide as needed. 38 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 5.0 Clam Pass Dredging A. Dredging Policy There are two circumstances that could necessitate dredging Clam Pass. 1. Clam Pass closes completely due to a storm or natural event or is in eminent danger of immediate closure following a weather driven event and such conditions are decided by competent professionals to be uncorrectable through the dynamics of natural hydrological and meteorological processes. In this situation the inlet should be dredged as soon as possible. 2. The inlet has lost hydraulic efficiency and is jeopardizing the health of floral and faunal communities of the Clam Bay NRPA. This determination is made by reviewing and comparing current and past data from tidal hydraulic and bathymetric monitoring data. In both cases the PBSD Board would, after consultation with and advice from its consulting coastal engineer, approve and recommend an appropriate set of construction drawings for the dredging event to the BCC for its approval prior to the submittal to the regulatory agencies. Dredging will only be done for the health of the Clam Bay NRPA, not for navigation or beach renourishment. Beach-compatible sand removed as part of the dredging event will be spread on adjacent area beaches, as required by the permitting agencies. B. Dredging Criteria The purpose of regular monitoring is to evaluate inlet characteristics on a comprehensive long term basis with less emphasis on short term or seasonal changes. To monitor the stability of Clam Pass, data on the four variables listed below will be regularly collected. They will be reviewed by the consulting engineers. If data are not within the identified target ranges for the variables, further monitoring and/or intervention will be considered. See Appendix 5 for additional information on the dredging criteria. 1. Bay Tide Range Tidal range data have been collected annually since 1999 and will continue to be collected and reported to the consulting engineer at least quarterly. An annual tidal analysis report will be included with the annual report. Data are collected from gauges at four locations (Clam Pass Park Boardwalk, Pelican Bay South Boardwalk, Pelican Bay North Boardwalk, and Upper Clam Bay). These gauges provide a record of the tidal range within Clam Bay and are one indication of the tidal prism or volume of water flowing through Clam Pass at each tidal cycle. 39 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Based on an analysis of data from the gauges at the South Boardwalk and Clam Pass Park Boardwalk from 1998 to the present when the inlet was hydraulically stable,the ratio between Clam Bay and Gulf tide was between 0.6 and 0.7 over 90%of the time. Therefore, if the ratio between Clam Bay and the Gulf tide falls below 0.6, but above 0.5, further monitoring will be considered once it has been established that other types of blockage are not causing the problem. If the tidal range ratio falls below 0.5,physical monitoring of, or interventions to,potential shoaling areas that could be impeding flow will be considered. 2. Cross Section of Flow Area and Volume of Shoaled Material Annual bathymetric surveys and reports were completed from 1999 to 2008. Bathymetric surveys provide data on the physical conditions of the inlet channel, ebb shoal and flood shoal. Post-dredging bathymetric surveys and reports were completed at 3-month, 6-month, and 12-month intervals following the opening of Clam Pass in April 2013. Beginning in 2014, bathymetric surveys and reports will be issued at least annually. Additional surveys will be considered if the hydraulic efficiency falls below target levels. To establish benchmarks or targets for flow area and volume of shoaled materials,the data analysis included evaluation of the flow cross-section areas in the three main sections of the dredging region. Section A represents the inlet channel, Section B the seaward part of the flood shoal, and Section C the bay side part of the flood shoal. CAt1' Section C s. • y f i Section A ` •: : _ f Figure 18:Sections A,B and C of Clam Pass The analysis included evaluation of the cross-section of flow between mean high water and the volume of sand within each segment. The cross-section of flow was computed at each survey station spaced approximately 50 feet apart. The average and minimum cross-section areas were used as indicators of 40 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 the physical condition of the flow area of the three segments. The cross-sections were compared to the design cross-section area of the 2013 dredging and the inlet conditions in 2004 and 2008 when inlet conditions were near equilibrium 24 months and 16 months, respectively, following dredging events. Targets for the average cross-section of flow areas: Section A greater than 300 sq. ft. Section B greater than 450 sq. ft. Section C greater than 450 sq. ft. Targets for the minimum cross-section flow areas: Section A greater than 250 sq. ft. Section B greater than 350 sq. ft. Section C greater than 350 sq. ft. Targets for volume of shoaled materials: Section A less than 3000 cu. yds. Section B less than 2500 cu. yds. Section C less than 4000 cu. yds. Therefore, if the average cross-section of flow area falls below these numbers or the volume of shoaled material exceeds these numbers, further monitoring or intervention may be needed. 3. Inlet Channel Length The channel length is an important factor in inlet stability. A longer inlet channel will provide greater resistance to flow. Higher flow resistance will reduce the tidal range and increase the phase lag with the Gulf tide that reduces the tidal prism and flow through Clam Pass. To establish a benchmark for channel length a selection of aerial photos of Clam Pass from 2004 to 2013 was studied as well as data on the approximate length of the channel following dredging events in 2002, 2007, and 2013. Based on this analysis,the benchmark for inlet channel is to stay under 400 feet in length. Inlet channel length will be recorded at least annually and included in the annual report. 4. Ebb Shoal The size and shape of the ebb shoal is a key factor to the stability of the inlet that, in turn, supports the stability of Clam Pass. The ebb shoal helps to keep the inlet open when facing storms and big wave events. The ebb shoal provides sheltering to the channel and a sand bypass pathway around the inlet without filling in the Pass. The shape and volume of the ebb shoal are additional indicators of the stability of the inlet. Critical conditions include onshore collapse of the ebb shoal that can be indicated by significant change in ebb shoal offshore distance, volume, and increase in dry beach areas adjacent to the inlet. 41 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 To determine a target for the ebb shoal delta, data from April 2013 to April 2014 were reviewed. The ebb shoal position offshore is measured from a line connecting the north and south channel banks at mean high water out to the-4.0 foot contour line. The recommended length of the seaward extent of the ebb shoal is at least than 250 feet. The ebb shoal distance from shore will be recorded at least annually and included in the annual report. A summary of criteria for dredging is presented in the table below. Dredging Criteria Parameter Summary Location Target Description Bay Tide Range Ratio >0.6 ratio comparison of the interior and Gulf tidal ranges A Average>300 sq ft Not less than 250 sq ft Cross Sectional Area B Average>450 sq ft area in different locations of the Pass Not less than 350 sq ft through which water can flow C Average>450 sq ft Not less than 350 sq ft A <3000 cu yds Volume of Shoaled Material B <2500 cu yds quantity of sand and sediments within C <4000 cu yds channel that can restrict flow Inlet Channel Length <400 feet distance water must flow through the beach and ebb shoal areas Ebb Shoal >250 feet distance from shore to the outer ebb shoal limits C. Dredging Construction 1. Typical Cross-Sections for Dredging Typical cross-sections for the suggested dredge design are provided below. When dredging is deemed necessary, the design cross-section area as stated in the design range, with consideration to existing conditions,will be followed. Minor modifications to this dredging template may be needed for future permitting. Typical cross-sections are shown for open areas in Sections B and C where the waterway is wider than the target cross-section. In areas where the waterway is limited by mangroves,the width of the cut will be limited to maintain a minimum of a five-foot buffer to the mangroves. In Sections B and C where seagrasses may be present every effort will be made to avoid dredging activities that would be harmful to seagrasses. 42 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 6 2013 Target Proposed Dredged Area Design Area area Below 312 300 300 MHW •e 6- SECTION A - TYPICAL `- SEttdl A , t GRACING VARIES -NHW (+0.33') Z-2- SIJ:S.OPE +V:11/ • - __WqM arr(-sA'lura) EJ-6 _____ ZOO TYVAATE(-0.3`NO]) JW - -e- ,o• _. -10- - NORTH SOUTH -12 -200 -150 -100 -50 0 50 100 150 2- 00 DISTANCE FROM CENTER (FEET) Figure 19: Typical maintenance dredging cross-section-Inlet Channel-Section A (figure provided by Humiston& Moore) 43 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 2013 Target Proposed Dredged Area Design Area area I Below 650 450 450 . r MHW a_ r SLCTI0H8� 6_ SECTION B — TYPICAL .;/ 0 4— . 2JO — •411W(+0.331 —21" ill 1 WPM MIN 2 . -. .-,.-.-..._- _..-.._._._tr _j`77TY:IAr(C—a.t'harm —6— .. 140•,_.. -a- -lo- - NORTH SOUTH —12i1 . —200 —1150 —1100 -50 6 50 160 150 200 DISTANCE FROM CENTER (FEET) Figure 20:Typical maintenance dredging cross-section—Seaward Flood Shoal—Section B(figure provided by Humiston& Moore) 44 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Cubic yards 2013 Target Proposed Dredged Area Design Area area Below 530 450 450 MHW ,.,. SECTION C - TYPICAL n 4- 2- -MU. (*O.3 ) 2-- 1 T) *MUM MIM t t tC _._. ! —Ksw00101.CVI(a.0' 1 b -1- .•.•..— _..--_. —.—:GAS fiW3A7C taikR...: -a- -10- NORTH SOUTH 12200 ' -iso -100 6 so iao ISO 260 DISTANCE FROM CENTER (FEET) Figure 21: Typical maintenance dredging cross-section—Bayside Flood Shoal—Section C(figure provided by Humiston& Moore) 45 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 6.0 Authorized Construction Activities List of Permits for Work Undertaken to Date and Relevant Legal Framework FDEP and USACE 10-year permits will be sought in conjunction with this new Management Plan, after the application is approved by the PBSD and BCC. The permits will allow for ongoing maintenance activities to continue along with occasional removal of material by dredging within a discreet area of Clam Pass in order to maintain the existing tidal regime within the system. Any changes to the submitted dredging scope or other new management initiatives will be reviewed by the PBSD Board and Collier County Commissioners before seeking any additional permit(s) which may be necessary for the modified activities. Additional investigations which may be undertaken at a later date to look at, for example, faunal investigations, more in-depth water quality concerns, or other issues that may arise as a result of stakeholder discussions could also necessitate permitting which will have to be reviewed by the PBSD and BCC prior to any such permit applications being submitted. This Management Plan is specifically tasked to maintain the improvements and benefits already realized and to insure that the restoration success observed to date is continued. Dredging for navigation or beach renourishment will not be done. Appendix 1 contains the timeline of important events within the Clam Bay system and a list of authorizations and brief details related to existing and historical permits issued for the Clam Bay system. 46 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 7.0 Clam Bay NRPA Management Plan Amendments The Management Plan is not expected to be a static document, and ongoing research will be conducted and data collected related to water quality, hydrographic changes in the various areas of the system, benthic community health, mangrove community health, exotic and nuisance vegetation control, and public education. Conclusions, recommendations, or alternative management activities that come about as a result of studies conducted outside of the scope of this Management Plan will be examined and considered by the Pelican Bay Services Division and its consultants. Those modifications that are found to be pertinent and economically feasible alternatives or additions allowed under the scope of this Management Plan will be added to the Management Plan. Those changes in Management activities or new work items that are outside of the scope of the Management Plan but are considered important or practicable by the Pelican Bay Services Division and its consultants will be submitted to FDEP and USACE for consideration and inclusion into this Management Plan. 47 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Clam Bay NRPA Management Plan Stakeholder Groups and Review Agencies Review Agencies City of Naples Collier County Natural Resources Michael R. Bauer, J.D., Ph.D. Bill Lorenz 295 Riverside Circle 2800 N Horseshoe Dr Naples, FL 34102 Naples, FL 34104 Collier County Parks and Recreation Florida Dept. of Environmental Protection Maura Kraus/Barry Williams Megan Mills 15000 Livingston Rd P.O. Box 2549 Naples, FL 34109 Fort Myers, FL 33902 Florida Fish & Wildlife Conservation Comm. Florida Fish & Wildlife Conservation Comm. Habitat& Species Conservation Div. Boating&Waterways Section 3829 Tenoroc Mine Rd 620 South Meridian St Lakeland, FL 33805 Tallahassee, FL 32399 National Marine Fisheries Service South Florida Water Management District 263 13th Avenue S Laura Layman St. Petersburg, FL 33701 2301 McGregor Blvd Fort Myers, FL 33901 U.S. Army Corps of Engineers U.S. Fish and Wildlife Service Tunis McElwain 1339 20th Street 1520 royal Palm Square Blvd, Ste 10 Vero beach, FL 32960 Fort Myers, FL 33919 Stakeholder Groups/Individuals Collier County Audubon Conservancy of Southwest Florida 1020 8th Avenue S, Ste 2 1450 Merrihue Dr Naples,FL 34102 Naples,FL 34102 Mangrove Action Group Naples Cay Association P.O. Box 770404 40 Seagate Dr, Ste 1206 Naples,FL 34107 Naples, FL 34103 Paradise Coast Paddlers Club Pelican Bay Foundation 2392 Clipper Way 6251 Pelican Bay Blvd Naples, FL 34104 Naples, FL 34108 Pelican Bay Property Owners Association Seagate Property Owners Association 801 Laurel Oak Dr, Ste 600 P.O. Box 3093 Naples, FL 34108 Naples, FL 34106-3093 Sierra Club—Calusa Group Southwest Florida Paddling Club 6075 Pelican Bay Blvd, #703 20991 S Tamiami Trail Naples, FL 34108 Estero, FL 33928-2838 48 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Tall Tales Bait and Tackle The Ritz-Carlton Naples 841 Vanderbilt Beach Rd 280 Vanderbilt Beach Rd Naples,FL 34108 Naples, FL 34108 The Seasons at Naples Cay Condo. Assoc. Waldorf Astoria Naples 81 Seagate Dr, #3000 475 Seagate Dr, Naples, FL 34103 Naples, FL 34103 Diane Solomon Brown & Stuart Brown Sandra J Doyle dianesolomonbrown@me.com naplespatriots@comcast.net Anne Georger Brandon Lampe ageorgerl@gmail.com brandonlampe@rocketmail.com Diane Lustig& Leon Lustig Linda Roth lustigl@embargmail.com LOR3LOR3@aol.com Missy Travis & Pat Travis Mary McLean Johnson missy.travis@gmail.com 6573 Marissa Loop#1501 ptravis@delotte.com Naples, FL 34108 49 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 Clam Bay NRPA Management Plan Bibliography 1. Collier County Natural Resources Department. Clam Bay Natural Resources Protection Area Management Plan Draft, technical paper-4th rev.Nov 21, 1994. 2. Collier County. Executive Summary—Approval of Clam Bay Natural Resources Protection Area (NRPA). 21 Feb 1995. 3. Crewz, David W., 1989, Clam Pass Park mangrove damage, Department of Natural Resources Interoffice Memorandum. 4. Crewz, David W. Florida. Department of Natural Resources. Clam Pass Mangrove Damage. Interoffice Memo, May 1989. 5. Department of Environmental Regulation, 1981, Diagnostic and Feasibility Study for Moorings Bay, Collier County, Florida. 6. Gee & Jensen Engineers, Architects and Planners, Inc., 1978, Hydrographic Study Clam Bay System Collier County, Florida for Coral Ridge- Collier Properties Inc., report. 7. Hartwell, Richard W., Hatcher, James M., Grabe, Stephen, August 1994, Clam Bay Natural Resources Protection Area(NRPA), Collier County Environmental Services Division, Publication Series NR-SP-94-01, technical paper. 8. Hawkins, Mary Ellen, Obley, Ross P., "Pelican Bay-Visit and Revisit."Urban Land Vol. 40, No 11. (December 1981) 21-27. 9. Heald, Eric J., Tabb, Durbin C., Roessler, Martin A., Beardsley, Gary L., Ward, Gerlad M., Durrance, Dallas H., Yeend, John S., 1978, Carbon Flows in Portions of the Clam Pass Estuarine System, Collier County, Florida, Tropical Biolndustries Company and Gee and Jenson, Engineers-Architects-Planners, Inc., technical paper. 10. Heald, Eric J.,Roessler, Martin A., December 1979, Invertebrate Population Studies in the Vicinity of Upper Clam Bay, Collier County, Florida, Tropical Biolndustries, technical paper. 11. Heald, Eric J., July 1983, Populations of Melampus coffeus and Cerithidea scalariformis West of Upper Clam Bay, Collier County, Florida, Tropical BioIndustries, Inc., technical paper. 12. Heald, Eric J.,July 1983, Fish Populations of Tidal Ponds West of Upper Clam Bay Collier County, Florida, Tropical BioIndustries, technical report. 13. Humiston and Moore Engineers. 2007. Clam Pass Restoration and Management Plan Bathymetric Monitoring Report No. 8. 50 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 14. Humiston and Moore Engineers. 2010. Clam Pass Restoration and Management Plan Bathymetric Monitoring Report No. 12. 15. Humm, H.J. and Rehm,A.E. 1972. Ecological Appraisal an Ecological Study of the Clam Pass Complex. Study for the Collier Company at Clam Pass Properties. Tri-County Engineering, Inc. TCE Project No. 1516. 16. Lewis, Roy R., and Marshall, Michael J. Lewis Environmental Services. First Annual Report, #2; One year after flushing channel construction. 1997. 17. Natural Resources Conservation Service. United States Department of Agriculture. Soil Survey of Collier County Area, Florida. 1998. 18. PBS&J, Inc., Clam Bay System Data Collection and Analysis. October 2009. 19. Tackney &Associates, Inc., Preliminary Hydrographic Assessment Clam Bay Systems. August 1996. 20. Tri-County Engineering, Inc., 1971, Tidal Datum Plane Determination for the Collier Company. 21. Tri-County Engineering, Inc., Sarkar, Chiranjib K. Hydrographic Investigation of the Clam Bay System, Technical paper. October 1972. 22. Tropical Biolndustries and Missimer and Associates, Inc., A Comparative Study of the Water and Carbon Flows of Upper Clam Bay, technical paper. June 1979. 23. Turrell & Associates, Inc. Environmental Assessment Northwest Fill Area for Pelican Bay, technical paper. February 1979. 24. Turrell and Associates, Inc. and Humiston & Moore. "Clam Pass Inlet Management Plan Interim Report No. 1". July 1995. 25. Turrell, Hall &Associates, Inc. 2009. Clam Bay Restoration and Management. Biological Monitoring Report. Eighth Annual Report No. 11. 26. Wilson, Miller, Barton & Peek, Inc. Pelican Bay Mangrove Investigation, Pelican Bay Water Management System-Stormwater Detention Volume and Water Budget Analyses. April 1996. 27. Worley, Kathy and Jeffrey R. Schmid. "Clam Bay Natural Resource Protection Area(NRPA) Benthic Habitat Assessment - Report for the Contract Agreement Between Pelican Bay Property Owners Association (PBPOA), Pelican Bay Foundation, Inc. (PBF), and the Mangrove Action Group (MAG), and the Conservancy of Southwest Florida (CSWF). Dec 2010. 51 CLAM BA YNRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 APPENDIX 1 - TIMELINE OF IMPORTANT EVENTS WITHIN THE CLAM BAY NRPA AND A LIST OF PERMITS FOR WORK UNDERTAKEN IN AND AROUND THE CLAM BAY NRPA Al Appendix 1 — Timeline of Important Events within the Clam Bay NRPA and a List of Permits for Work Undertaken in and Around the Clam Bay NRPA Timeline of Important Events Within the Clam Bay System 1920 A dirt road is built by Forest Walker running from the northeast to the south portion of Pelican Bay, a forerunner of US 41. 1952 Vanderbilt Beach Road is constructed, eventually severing connection with the Wiggins Pass system to the north. 1958 Construction of Seagate Drive is completed severing flow into and out of the mangrove swamps to the south. This area was subsequently dredged and excavated to become Venetian Bay. •F..tir ,. O SN-i L-9 ' ,, 0b4 0b4 Vanderbilt Lagoon , zfr' ° —i 3 r % k't �. Outer Clam Bay Upper Clam Bay g�>1r` , z ,`. C, r. r".4ter T-, i Venetian Bay Circa 1952 Aerial Photograph Circa 1960 Aerial Photograph Figure 2: Historic aerials 1972 Tri-County Engineering produces reports: • An Ecological Study of the Clam Pass Complex,published by Humm &Rehm • Hydrographic Investigation of the Clam Bay System Coral Ridge-Collier Properties, Inc. (a partnership between Westinghouse and Collier Properties)acquires the property and initiates development of Pelican Bay. 1974 Pelican Bay Improvement District(PBID)is formed to manage common property in Pelican Bay and provide for long-term sustainable infrastructure. 1976 Al - 1 Three,bi-directional 24-inch culverts are placed under Seagate Drive to provide hydrologic connection to Venetian Bay. The report"Environmental Assessment for Development Approval" is prepared for Pelican Bay. Clam Pass closes and is mechanically dredged by dragline to re-open the entrance; no records of quantities or dredge limits are available. 1977 Pelican Bay PUD is approved, and construction commences. 1977-1979 Gee &Jensen Hydrographic Engineers conduct a series of tidal studies within the system and distribute"A Hydrographic Study Clam Bay System" in 1978. 1978 Tropical BioIndustries produces a report: Carbon Flows in portions of the Clam Pass estuarine system. Ecological assessment work by Tropical Biolndustries for permitting of the northwest fill area notes a small area of stressed and dead mangroves close to Upper Clam Bay. 1979 An Environmental Assessment of the northwest fill area is distributed(Turrell, 1979). Tropical BioIndustries produces biological reports: • A comparative study of the water and carbon flows of Upper Clam Bay • Invertebrate Population Studies in the vicinity of Upper Clam Bay 1981 Clam Pass closes and is mechanically dredged by dragline to re-open the entrance;no records of quantities or dredge limits are available. WCI,the developers of Pelican Bay,transfers title to Clam Bay to Collier County with the stipulation that Clam Bay shall remain a conservation/preservation area in perpetuity. 1982 WC1 deeds Clam Pass Park and Clam Bay to Collier County, and in accordance with the Pelican Bay PUD, requires the County to seek approval of WCI or its successors for any modifications to Clam Bay. 1983 Tropical Biolndustries produces biological reports: • Fish populations of tidal ponds west of Clam Bay • Populations of Melampus coffeus (Coffee bean snail) and Cerithidea scalariformis (Ladder hornsnail) west of upper Clam Bay. 1986 Collier County constructs a 2,900 foot boardwalk to provide access to the county park, south of Clam Pass. Al -2 1988 Clam Pass closes twice,first in the spring and again in the late fall after Tropical Storm Keith(November 23, 1988). 1989 Small areas of stressed and dying mangroves are noted by residents in the basin west of Upper Clam Bay and east of The Strand in Bay Colony. A Department of Natural Resources(DNR) interdepartmental memo highlights the cause of the stress as"the lack of adequate water circulation resulting from the closure of Clam Pass". The first emergency dredging permit is received from DNR to re-open a clogged Clam Pass,following a memo by David Crewz to the DNR highlighting problems and danger if the Pass was not reopened. Clam Pass is mechanically dredged to re-open. Approximately 700 cubic yards of material are removed from the mouth of the inlet and the south bend of the channel. Material is placed south of the Pass. Multiple closures of the inlet occur during the construction process. 1990 PBID becomes a dependent district of Collier County called the PBSD. 1992 The area of dead mangroves is reported to be 7 acres. 1994 Twenty acres of mangroves are reported dead. 1995 Clam Bay is approved by the BCC as Collier County's first NRPA (See NRPA boundary map on page 6 of this report). Clam Pass closes following a winter storm event. An emergency dredging permit is issued allowing for the opening of the Pass,but no work farther back than 600 feet. Mechanical dredging is undertaken removing approximately 5,000 cubic yards of material from the entrance of the pass. 1996 Clam Pass closes following a winter storm event. Permits to open Clam Pass are received from the Florida Department of Environmental Protection(FDEP), formerly DNR, and US Army Corps of Engineers(USACE). Mechanical dredging is carried out at the entrance of the Pass. Blasting and hand excavation to connect isolated waterbodies in Upper Clam Bay were permitted and completed in 1997. Mangrove die-off area is estimated to be 50 acres. 1997 Clam Pass, on the verge of closing following a winter storm event, is mechanically dredged again under modification to the 1996 Permits. Interior portions of the flood shoal are dredged to station 6+10. 1998 A1 -3 Clam Pass is on the verge of closing again following a winter storm event. A mechanical maintenance dredging event is carried out under modification to the 1996 Permits. Interior portions of the flood shoal are dredged to station 6+10. Ten-year permits are received from FDEP and USACE for dredging Clam Pass and the interior channels,including adjustments to the Seagate culverts and installation of hand dug channels throughout the system. Associated monitoring work and storm and freshwater studies are required. 1999 Dredging work associated with the CBRMP is implemented(managed by the PBSD)in the spring by Ludlum Construction Company. Hydraulic dredging of Cuts 1,2,3,and 4(see attached Exhibits)are carried out. A 30 foot entrance cut is dredged. ,l. NIA � p . , Or 4-4 t A one way flap valve is installed on the Seagate culverts to allow flow from south to north. Staff at The Conservancy of Southwest Florida commences a 3-5 year study of the mangroves, surface water level and elevation within the mangrove die-off area. 2000 Hurricane Gordon impacts the area with no inlet closure. 2002 Hydraulic maintenance dredging of Clam Pass flood shoals between stations 3+10 and 17+50 by the PBSD is completed to improve tidal circulation(see attached Exhibits). The entrance of the Pass is not dredged during this event. Flap valves on the Seagate culvert are removed due to insufficient head differential causing them to act as plugs instead of valves. Canoe trail markers are permitted and installed throughout the Clam Bay System. 2004 Hurricane Charley passes approximately 30 miles west of Clam Pass. A lot of sand is redistributed,but the Pass does not close. Extensive limb and leaf loss is documented within the mangrove forest. 2005 Al -4 Hurricane Wilma comes ashore about 30 miles south of Clam Pass. More limb and leaf loss is noted. The Pass does not close. 11 ::i\ h t a 444 , `• ti` }t V. Hurricane damaged mangroves along the bay in Same mangroves along the bay in 2007 2005 2007 Hydraulic maintenance dredging of the Pass and entrance channel is conducted between Stations 0+00 and 18+00 (see attached Exhibits). The entrance to the Pass is dredged to an 80 foot width by Collier County Coastal Zone Management Dept. This dredging is conducted for sand for beach renourishment. 2008 Tropical Storm Fay comes ashore about 30 miles south of Clam Pass. The area receives over 10 inches of rainfall. The Pass is not affected. 2009 The 1998 FDEP and USACE permits for maintenance of the Pass expire after 1-year extensions. 2010 Permits are issued to continue maintenance of hand-dug flushing channels throughout the system. 2011 White mangrove die-off is observed in the central portion of the system and is found to be caused by a bark beetle infestation of trees that had suffered cold temperature stress. A Benthic Habitat Assessment study is completed within the Clam Bay NRPA by the Conservancy of Southwest Florida. The study provides comprehensive mapping of benthic habitat compositions and distribution throughout the Clam Bay NRPA. 2012 Canoe trail markers and informational signage are permitted and installed throughout Clam Bay. The mouth of Clam Pass moves to the north near the Pelican Bay Beach Store. The northern shoreline of the Pass is temporarily reinforced with the installation of concrete barriers. Impacts from tropical storms Debby and Isaac,along with numerous winter storm fronts, cause the closure of the Pass. Al -5 2013 A single event mechanical dredge permit is acquired from the FDEP and USACE. The entrance cut is 45 feet, and the Pass is dredged between Station 0+00 and 10+00, limited by permit and equipment constraints. Beach- compatible material is placed north and south of the Pass above the mean high water line. Due to weather events the Pass is required to be opened again one week later. Development of a new Management Plan is initiated through stakeholder input and multiple public meetings. Timeline Specific to the Establishment of the Clam Bay NRPA 1976 Collier County Ordinance 76-30 zoned coastal areas environmentally sensitive lands as ST(Sensitive Treatment). 1977 Approval of the Pelican Bay PUD(Ordinance 77-18)by Collier County. The PUD identifies 98 acres of coastal mangrove wetlands to be filled in for development while preserving 570 acres of ST lands as the Pelican Bay Conservation Area(35 acres in the south and 5 acres in the north would become parks providing public beach access). 1981-82 Department of the Army Permit(79K-0282)authorizes the fill of the 78 acres of coastal wetlands(76 acres for residential development and 2 acres for public parking area). It requires 570 acres,including Upper, Inner, and Outer Clam Bays, and their adjacent wetlands to be conveyed to Collier County and to remain a conservation/preservation area in perpetuity for the use of the public. It also prohibites dredging Clam Pass except to keep it open to the Gulf of Mexico. 1988 The Pelican Bay Conservation Area(570 acres) is approved and recorded as FL-64P by Congress and becomes part of the Federal Coastal Barrier Resources System(CBRS). 1995 The BCC approves the County Natural Resources Department's recommendation to establish the County's first NRPA,stipulating that it would have the same boundaries as the Pelican Bay Conservation Area within the Pelican Bay PUD. The Collier County Manatee Protection Plan is approved. It contains the recommendation to establish an"Idle Speed/No Wake"zone throughout the Clam Bay/Clam Pass System. 1996 Collier County Ordinance 96-16: "The Clam Bay System Water Safety and Vessel Control Ordinance" is approved. It establishes that the Clam Bay System is an"Idle Speed/No Wake" zone. 1998 The CBRMP is developed,implemented, and managed by the PBSD and their consultants. FL Admin. Court Case No. 98-0324GM provided an interpretation that certain elements of the Collier County Growth Management Plan(Conservation and Coastal Management Element)require protection of habitats within NRPAs which support existing and potential uses by wildlife. 2008 AI -6 Public Law 110-419 is adopted identifying the CBRS,Clam Pass Unit,FL-64P to be entirely located within the existing boundaries of the Clam Bay NRPA. 2013 Work begins on new Clam Bay NRPA Management Plan under the PBSD direction. List of Permits for Work Undertaken in and around the Clam Bay NRPA Eighteen years ago, Collier County processed a permit to dredge limited areas of Clam Pass to facilitate the movement of tidal water in and out of Clam Bay. The FDEP permit for this activity was issued on March 28, 1996 with the companion USACE permit being issued on April 2, 1996. The FDEP permit was modified on April 10, 1996 with the authorized work being undertaken and completed on April 17, 1996. The practical effect of implementing this Permit was to reopen the Pass,but it was clear that without a more comprehensive strategy,this effort, standing alone,would not revitalize the Clam Bay ecosystem. A permit to improve the channel flow within defined areas of the Clam Bay system by a combination of blasting and hand excavation was issued on June 26, 1996. The work was undertaken and completed in two segments. The first channels were opened in August 1996, and the second channels were opened in November 1996. The results of these two initiatives were positive in that measurable improvements in tidal flow were discernible and with that have come improved conditions for natural re-vegetation. A permit was issued on January 5, 1997 to construct a portable pump and pipe system as an interim measure to divert impounded freshwater within the Clam Bay system to the Gulf while a more permanent solution contemplated by the construction of an outfall structure was reviewed. This plan was never implemented and is no longer being considered. It envisioned two pumps that would be operational when the water surface elevation within Clam Bay exceeded a specified threshold. The Management Plan anticipated the direct discharge of excess water into the Gulf with the expectation that this system would augment the natural discharge through the tidal mechanism after severe storm events. Subsequently, Collier County authorized the pursuit of a ten-year permit to allow the County, or its designee(which in this case was the Pelican Bay Services Division),to maintain Clam Pass in an open condition. The application, as filed, did not address any other issues affecting the operational characteristics of Clam Bay and essentially mirrored the 1996 Permit described in the first paragraph above. Agency comments and concerns which arose as part of the permit review led to the creation of the 1998 Clam Bay Restoration and Management Plan. The Management Plan addressed agency concerns at the time and included provisions for adding one-way flap gates to the Seagate culverts, dredging within three sections of the creek north of Clam Pass, a network of hand dug channels throughout the forest area, in addition to the dredging of the Pass. This permit was issued in 1998 and the Management Plan created in support of the permit has been the guiding document for the maintenance activities undertaken in the Clam Bay system since then. Al -7 Permit Details South Florida Water Management District Surface Water Permit No.: 11-00065-S Date of Issue: August 10, 1978 Expiration Date: Operational phase doesn't expire Project Description: To construct and operate water management systems 1 and 2 serving 539 acres of residential lands discharging by westerly sheet flow to Inner, Outer, and Upper Clam Bays. Department of Environmental Regulation Construction Permit/Certification No.: 11-50-3769 Date of Issue: May 23, 1979 Expiration Date: May 15, 1984 Project Description: To provide construction sites for residential development in a planned community by: placing approximately 700,000 cy of clean upland fill material onto approximately 94 plus acres of submerged lands of waters of the state landward of the line of mean high water. Department of the Army Corps of Engineers Permit No.: 00754929 Date of Issue: November 18, 1981 Expiration Date:November 18, 1984 Project Description: This permitted the filling of 75±acres of mangrove wetlands north, east, and west of Upper Clam Bay and south of Vanderbilt Beach Road. Department of Environmental Regulation Modification Permit No.: 11-50-3769 Date of Issue: December 23, 1981 Expiration Date:November 18, 1986 Project Description: This modification extended the expiration date of the permit to November 18, 1986. Department of the Army Corps of Engineers Permit No.: 79K-0282 Date of Issue: August 2, 1983 Expiration Date:November 18, 1986 Project Description: This was an extension of the permit authorizing the filling of 75±acres of mangrove wetlands north, east, and west of Upper Clam Bay and south of Vanderbilt Beach Road,plus approximately 2 acres of mangroves at the existing Collier County beach access at Vanderbilt Beach Road. The request was reviewed,and no objections were raised to the proposed work schedule;therefore,the completion date of the permit was extended for 2 years until November 18, 1986. South Florida Water Management Plan Modification of Surface Water Management Permit No.: 11-00065-S Date of Issue: December 15, 1983 Expiration Date: Operational phase doesn't expire Project Description: Approved modifications to 1.)Revise system V, drainage area 3; 2.)Construction and operation of water management system number VI. Department of Environmental Regulation Permit/Certification No.: 110974055 Date of Issue: September 12, 1985 Expiration Date: September 11, 1987 Project Description: To construct approximately 2900 linear feet of 10' wide public access elevated boardwalk and pier with a 6' wide navigation access lift gate in Outer Clam Bay. Department of the Army Corps of Engineers Permit No.: 86IPT-20328 Date of Issue: December 18, 1986 Expiration Date: December 18, 1991 Project Description: Discharge±2.3 acres of clean fill to construct an access road. Al -8 Department of Environmental Regulation Modification Permit.: 11-50-3769 Date of Issue: January 7, 1987 Expiration Date: December 18, 1991 Project Description: This permit modification extended the expiration date and reduced the amount of fill in the area extending south along the coastal edge from approximately 13 acres, as permitted, to 2.43 acres in order to construct a linear access road(for The Strand in Bay Colony). Department of Environmental Protection Permit/Certification No.: 112659015 Date of Issue: March 14, 1995 Expiration Date: March 14,2000 Project Description: Re-establish the connection between the Gulf of Mexico to the Clam Bay system, by dredging from the mouth of Clam Pass and spoiling the sand over an upland beach site. Collier County Ordinance No.: 96-16 Date of Issue: April 9, 1996 Expiration Date: n/a Project Description: To impose idle speed/no wake zones in the Clam Bay system. Department of Environmental Protection Permit/Authorization No.: 0128463-001-JC Date of Issue: July 6, 1998 Expiration Date:July 6, 2008 Project Description: This Permit authorized activities to improve the hydrodynamics of, and thus restore and manage, the Clam Bay ecosystem. Department of the Army Corps of Engineers Permit No.: 199602789(IP-CC) Date of Issue: August 11, 1998 Expiration Date:July 8,2008 Project Description: This Permit authorized the following works: 1.)Replacement of Seagate Drive Culverts and installation of one-way check valves on the culverts(pages 45-50 of the CBRMP); 2.)Clam Pass main channel dredging for Cuts 1, 2, 3 and 4 (pages 49-65 of the CBRMP); 3.)Excavation and maintenance of Interior Tidal Creeks(pages 65-71 of CBRMP). Department of Environmental Protection Permit Modification for Permit No.: 0128463-001-JC Date of Issue: February 16, 1999 Expiration Date:July 6,2008 Project Description: Authorize minor revisions to the mangrove trimming procedures pursuant to site verification. Department of the Army Corps of Engineers Modification for Permit No.: 199602789(IP-CC) Date of Issue: February 26, 1999 Expiration Date:July 8, 2008 Project Description: This application requested modification to: 1.) discharge dredge material from Cut#1 to new disposal area identified as an upland parking area;2.) increase the width of channel cut#4; 3.)remove native vegetation and excavate a portion of upland Disposal Site#2; 4.)remove native vegetation and excavate a portion of upland Disposal Site#3. The proposed modification to widen channel Cut#4 is to be done without any additional seagrass impacts. Based on the review and coordination with Fish and Wildlife Service (FWS),the permit was modified in accordance with these requests. Al -9 Department of Environmental Protection Permit Modification for Permit No.: 0128463-001-JC Date of Issue: May 19, 1999 Expiration Date: May 28, 1999 Project Description: Re-grade beach fill material during the marine turtle nesting season to remove pockets of fine silty material and to remove an escarpment which may interfere with nesting marine turtles. Florida Fish and Wildlife Conservation Commission File No.: 2003-0511-016BS for Permit No.: CO-016 Date of Issue: March 24,2000 Expiration Date: n/a Project Description: This Permit granted approval for placement of canoe trail markers in Clam Bay. Department of the Army Corps of Engineers for Permit No.: 200001076 (NW-EF) Date of Issue: April 13, 2000 Expiration Date: February 11, 2002 Project Description: Approved the installation of 32 waterway markers for a canoe trail in the Clam Bay System. Department of the Army Corps of Engineers modification for Permit no.: 199602789(IP-CC) Date of Issue: May 5, 2000 Expiration Date:July 8, 2008 Project Description: This application requested modifications to the monitoring and reporting schedule reference on page 93 (Biological Monitoring)of DA Permit(CBRMP). The request was to submit annual reports instead of semi-annual reports. The permit was modified as requested. Department of Environmental Protection Permit No.: CO-732 Date of Issue: October 25,2002 Expiration Date: October 25,2003 Project Description: Perforin dune and beach restoration, and plant salt-tolerant native dune vegetation in association with interim maintenance dredging event. Department of the Army Corps of Engineers Permit No.: 199602789 (IP-CC)Extension Date of Issue: May 8, 2008 Expiration Date: July 8, 2009 Project Description: This Permit authorized the extension of the expiration date for a period of one year. Department of Environmental Protection Permit/Extension No.: 0128463-001-JC Date of Issue: June 5, 2008 Expiration Date: July 6, 2009 Project Description: This modification extends the expiration date for a period of one year. Department of Environmental Protection Permit No.: 11-0128463-005 Date of Issue: December 17, 2010 Expiration Date: December 17, 2015 Project Description: Continue maintenance activities to the hand-dug channels and mangrove trimming in the Clam Bay system originally permitted under Permit No. 0128463-001-JC. Department of the Army Corps of Engineers Permit No.: SAJ-1996-02789(IP-LAE) Date of Issue: February 8, 201 1 Expiration Date: February 8,2021 Project Description: Continue maintenance activities to the hand-dug channels and mangrove trimming in the Clam Bay system originally permitted under Permit No. 1996-02789(IP-CC) Al - 10 Department of Environmental Protection Permit No.: 11-0295193-004 Date of Issue:November 2, 2011 Expiration Date: November 2,2016 Project Description: Install 32 canoe trail markers and informational signage. Department of Environmental Protection Permit No.: 0296087-001-JC Date of Issue: August 14,2012 Expiration Date: August 14,2022 Project Description: Restore the alignment of Clam Pass to the previously approved location and conduct periodic maintenance dredging of a portion of Clam Pass in order to maintain tidal exchange between Clam Bay and the Gulf of Mexico. United States Fish and Wildlife Service Biological Opinion Activity Code No: 41420-2010-CPA-0395 Date of Issue: February 22, 2013 Expiration Date: n/a Project Description: FWS analysis of the potential effects of the dredging of the Pass on the threatened piping plover(Charadrias melodus), threatened loggerhead sea turtle (Caretta caretta), endangered hawksbill (Eretmochelys imbricate),leatherback(Dermochelys coriacea), green(Chelonia mydas), and Kemp's ridley (Lepidochelys kempii) sea turtles, and the endangered West Indian Manatee Trichechus manatus). Department of the Army Corps of Engineers Permit No.: SAJ-1996-02789(NWP-WDD) Date of Issue: February 28, 2013 Expiration Date: March 18,2017 Project Description: Dredging of Clam Pass and tidal creek to restore tidal exchange into Clam Bay. Department of Environmental Protection Permit Modification to Permit No.: 0296087-002-JN Date of Issue: March 1, 2013 Expiration Date: August 14,2022 Project Description: Modification of August 2012 permit to re-open Clam Pass by mechanical dredging of the Pass and flood shoal areas. Al - 11 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 APPENDIX 2 - A RECENT HISTORY OF MANGROVE MANAGEMENT IN CLAM BAY A2 Appendix 2 - Recent History of Mangrove Management in Clam Bay According to detailed field surveys performed in the early 1970's mangrove tree densities within the Clam Bay NRPA ranged from 726 to 7,580 per acre and maximum canopy height was 39 feet. Within the black mangrove dominated basin forest west of Upper Clam Bay, 16% of the black mangrove trees were reported as dead and others as severely stressed; evidenced by a high incidence of dead limbs on trees of all sizes (Tropical Biolndustries and Gee and Jenson, 1978). Dead and stressed mangroves were again reported for Clam Bay in 1989 when David W. Crewz, a biologist with the Florida Marine Research Institute, was asked to inspect Clam Pass Park by Mary Ellen Hawkins, then a Collier County representative to the legislature (letter to Don Duden dated April 3, 1989). Mr. Crewz concluded that the "dead and stressed mangroves were caused by lack of adequate water circulation resulting from the closure of Clam Pass.... allowing toxin and salt buildup." Westinghouse Communities, Inc. employees in February 1992 noted additional mangrove die-offs north of Clam Pass Park on the west side of Upper Clam Bay. This area was inspected by Dr. Eric Heald, a consultant to WCI in April 1992. He reported that the die-offs were probably due to hypersalinity, although 1991 was an above average rainfall year. The same conclusion was reached by Robin Lewis of Lewis Environmental Services, Inc., after an inspection in May 1994. At this time the die-off area was approximately 6 acres. A widespread mortality of mangroves in Florida Bay was also reported in the summer of 1991 (Yarboro et al. 1994), and it was attributed, in part, to natural drought conditions and unusual tidal inundation patterns. After above average rainfall in the summer of 1995, The Conservancy of Southwest Florida, Inc.'s staff and residents in Pelican Bay reported additional mangrove deaths which continued through 1995 and 1996. The total area of the die-off through July 1999 was around 50 acres. The death of trees occurred around hyper saline ponds and is consistent with conditions caused by periods of excessive inundation of freshwater followed by periods of continuous dry down, particularly where the mechanism for flushing is impaired. (Lugo, et. al. 1976). During the period immediately preceding the observed die-off and after, Clam Bay received record amounts of rainfall. This rainfall, combined with an admittedly impaired circulation system, encroaching development of the Strand community to the west, and intermittent pass closure, resulted in water levels that were high enough for a long enough period of time to adversely impact the mangroves (CBRMP 1998). The die-off galvanized the Pelican Bay community into action. Dissatisfied with the response of county and state officials to the degradation of the mangroves, a group of residents formed a grass-roots campaign which led to the creation of the Mangrove A2 - I Action Group (MAG). MAG lobbied the PBSD and WCI to undertake the restoration on their own and this collaboration eventually resulted in the creation of Clam Bay Restoration and Management Plan and the 10-year permits which allowed the restoration activities to be undertaken. The Clam Bay Restoration and Management Plan was finalized in 1998 to address the mangrove die-off. In assessing a variety of alternatives to the restoration of Clam Bay, the original need was not so much to restore the system to a mangrove forest (although that remained the primary goal) as it was to stabilize and restore the system as a thriving natural resource. This was accomplished through the dredging of Clam Pass and portions of the interior channels within the system, as well as construction of a network of hand- dug flushing channels throughout the original die-off area and a few other areas that were exhibiting stress. It was recognized that with changes to naturally induced flushing rates and hydrological regimes the mangroves would likely adjust by altering zonation patterns, species compositions, rates of growth and mortality, etc. (CBRMP 1998). Summary of annual monitoring since the implementation of the CBRMP Provided below is a brief, annual summary of the overall health of the Clam Bay mangrove system. This recent history of the mangrove management spans from 1999 to 2013. These summaries include key events, such as major weather occurrences, flushing channel construction and maintenance, as well as documentation of areas of improvement and calculations of die-off acreages. 1999 An estimate of 42.67 acres of dead or stressed mangroves was provided by Turrell, Hall & Associates, Inc. consisting of the main basin area adjacent to The Strand and several, smaller, discrete areas possibly attributed to lightning strikes or where slight depressional areas allow ponding and salinity/oxygen stress. Little change was noted later in the summer at the time-zero survey although most mangrove plots showed significant standing water which could be a function of the dredging work as well as tides and rains around the survey time. A2 - 2 a- ,1",1 1 z,. .a 'ic41°- --'*"-r-. ' ' --*;---'‘,-,Y.' --i., -tet--'!.. th, i ''- 4 � `k' tax t � f�;'t"at� 4 ger �� 4. The main die-off area(NW Clam Bay, adjacent to The Strand) 1999 A2 - 3 Q A full year after the dredging work no dramatic changes were apparent. Some mangrove plots had declined while others appeared in slightly better health. Seedling recruitment was good throughout. Heavy rains in late 1999 were thought to have contributed to a dieback in groundcover noted by Lewis Environmental Services. No new mangrove die- offs or expansion of stressed areas were noted. Work planned for 2001 included the experimental Riley encasement method for mangrove propagules. i 4t4rt 3� r •{R� i Q i x " II .. Main die-off area 2000 • { f I t 4ai 4 ter ask„�,�,t dt •..,„••.• e,V.,:' a: °=ti4i .'� �� s L gA�, V-fli. Ec + &> �4 d°r 4,.. • d s�1,,„,,,, 0'0.,,, iT' :' ;"R: er .i.,),;., t e< ' '� ,,,,„44w� r $ 4014 ftr41,a t:r t:"Y.1 �'r. tf>,,T r`-c • 41{,,' !"? c'`i c)� i i k y 'Ac....*4v ... rah y y °' ',.fix 4 • r'Ja +�t �r k—ist iittk ' 3 yt ti 4Y . 1.. 4 +i ;,;,:i:;,;"1c4,.,,Aa1t4T),''."'. s,.. , Riley encasements and flushing cut A2 -4 MCA Mapping of the die-off area was repeated and estimated to have increased in size, spreading to the north. It encompassed just under 50 acres. Additionally, a few new stressed areas were identified through aerial photographs. Individual plots showed some additional tree losses but consistent seedling recruitment. Channel construction in the main die-off area and close to Plot 7 is thought to have contributed to the recovery process underway and illustrated by extensive Batis and dramatic seedling recruitment. The observations generated sufficient concern amongst project managers in 2001 that a suggestion for additional flushing channel construction in the die off area was made. bS _ A'`h Main die-off area 2001 A2 - 5 2002 Additional flushing channels were constructed in the die-off area during late 2001. The 2002 surveys show that these efforts appeared to have been successful with a reduction of 12 acres in the die-off area. Batis growth and seedling recruitment was good. The problem of exotic vegetation growth in many areas was highlighted, and two new diffuse areas of stressed trees were identified. The presence of standing water and bacterial mats suggested lack of flushing was responsible. The one-way culverts installed at Seagate, thought to have reduced tidal exchange in Outer Clam Bay, were removed in October to determine whether tidal exchange between Venetian Bay and Outer Clam Bay could be achieved without affecting Clam Pass. Main die-off area 2002 with notable re-growth A2 - 6 zua Stressed areas identified in 2002 were revisited, and no changes were noted in 2003. One of the aerially depicted mangrove stress locations was found, upon groundtruthing, to be actually an infestation of exotic plant species. A reduction in the calculated die-off area to just over 17 acres total was significant. 14 acres in this main die-off region was now classified as recovering. w ! " • Main die-off area 2003 A2 - 7 WA Die-off acreage was estimated at 18 acres total in 2004, with the addition of a new area adjacent to the Contessa condominium building in Bay Colony. Several new small lightning strike areas were noted throughout the system. Plot 7 continues to show the most dramatic change. Most exhibited slow change in existing tree number, some losses, some growth and size-class change, but consistent seedling recruitment. Storm events in 2004 (Charlie, Frances, Ivan, and Jeanne) had minimal effects with some leaf loss and limb breakage. Additional flushing channels were constructed during dry the season of this year. Water level monitors put in place last year were removed due to repeated equipment failures. _ . ,,,,, ,._ -. t, ,,, ,..,,,.. -. Ali .Firlffe .. i y.! 'A'• i. .Ail:::::`:::E- �a� "4.•'—' ^f"^"tam`T-,i t. , rit kw � Yia .r C z� i I. ,P , !. y1E' Nd t • %fit j ..ya ff ;v. #r`1.r.�MY lik j' y ! 4 . Irlt; 4a. ..., ,,...&Nei,: A-y*4,100-iir v-",,,,e- .... t .,,64-4-1-..i 1,Mq s ' t "� pi - ',4' ilp F � �j►n n, f '.n s, l y.. 9 t *IP , a «Ρ': moi.' '` ?t' F' f v 1 3 L. .4 1.1*Lt-' itClit'' .A'04 14;t1 CI. .4';: :''4.4,',„,.:t ) 'f;*),.'":44:?3/4t,. ti re ,-tr Vit, ; E 7 ,1 iyk, r 1` Main die-off area 2004 A2 - 8 2015. Several stressed areas were noted to be recovering this year including the area adjacent to the Contessa building where a drainage channel was in need of maintenance and clearing, work which alleviated the problems. A new die-off area was identified near the County boardwalk and it is suggested that clogging of channels due to Hurricane Charley may be responsible. Total die-off acreage in 2005 is estimated at 24.7 acres. Plot 7 and Plot 8 continue to show significant re-growth. Hurricane Wilma in October of 2005 caused considerable leaf loss, limb breakage and leaf browning throughout Clam Bay. The constructed flushing channels alleviated extensive ponding that could have occurred, and the system weathered the storm well. Work completed in 2005 included the last component in flushing channel construction. In total, approximately 13 miles of hand-dug channels were installed since 1999. m a Main die-off area 2005 A2 - 9 2006 Stress damage from the 2005 hurricane season necessitated the need for a division of the classification system that was used to define the status of the mangroves in the system. Stressed mangrove zones were now classified as "die-off area" for mangroves stressed by some factor other than storm events or"area of concern" for mangroves stressed by storm events. It was estimated in 2006 that 23 acres of recovery, 12.3 acres of stressed areas of concern and 23.4 acres of die-off area were present. The total area of stressed mangroves were 74.7 acres. Since the last mangrove channels were dug in 2005 and dredging work continues when needed, most of the monitoring plots have shown improvements and there was a significant reduction of die-off in the original locale. Main die-off area 2006 A2 - The storm damage of 2005 added a level of difficulty to subsequent classification of areas within the system. Extensive defoliation and falling of individual trees meant that areas that could be termed stressed by the flow issues thought to have been responsible for the original die-off in Clam Bay were in fact affected by the high winds and storm surge. Approximately 4.9 acres of formerly classified 'die off' rea have been reclassified to `recovered' this year. Stressed areas of concern that are likely not related to storm damage totaled about 15 acres while areas of concern that we suspect are due to the storm events were estimated at about 25 acres. An additional 20 acres within the original die off area had not yet fully recovered and was also included in this category. A total of 10.6 acres of mangroves were still considered dead, a significant reduction from the original die-off of over 50 acres in the late 1990's. This brings the total aerial estimate of mangroves that are not at optimum health to be about 70 acres. F2 Main die-off area 2007 A2 - 2008 The 2008 monitoring report was the final report associated with the original 1998 restoration permits. Effects of the storms of 2005 still added a level of difficulty to the classification of areas within the system. While the defoliation associated with the storms had mostly recovered, falling debris affected several of the monitoring plots throughout the system. Approximately 35.4 acres of forest area have been removed from the die-off classification since the implementation of the project. Stressed areas of concern that may still be related to storm damage or other factors (such as ponding or drying) added up to about 7.1 acres. Areas throughout the system that have not yet fully recovered but that have flushing channels and have shown marked increases in mangrove recruitment and new growth have been removed from this category (approx. 20 acres). A total of 7.3 acres of mangroves were still considered dead. This included three main areas: the initial die-off area east of the Strand where about 5.5 acres were still dead, the damage from a tornado in the extreme north of the system accounted for about 0.8 acres, and the Hurricane Charley damage that resulted in a tidal restriction just south of the Pass accounted for about 0.75 acres. Several lightening strikes and small discrete die-offs spread throughout the estuary made up the remainder of the die-off acreage. JK }i _,. - -46.44,10 i 04P..74-$ - E sp _,+i eu*. 4 "# s i'.41 Y" l�xx9'P�a ,/ S ts" � fat East of the Strand Die-off area, 2008 A2 - QQ Even though the permit requirement for monitoring reports ended with the expiration of the 1998 permits, the PBSD continued to monitor the mangrove health within Clam Bay and document the positive results within the mangrove forest. Exotic eradication activities were also continued to allow for natural regeneration of mangroves observed elsewhere in the system. Construction of the last component of the flushing channels was completed in the 2005- 06 season. Inspection of these flushing cuts this year showed that they were still operating as designed and contributed to the continued growth of new mangroves within the system. Stress in mangrove forest areas was still apparent, although in several areas this may have been attributable to storm damage or to frost damage brought about by a couple of very cold temperature nights. The spectacular recruitment of white mangrove seedlings (8 to 10 feet tall saplings) throughout the original die-off area is testament to the efforts undertaken with the initial dredging. That work was considered a success. } &' • Main die-off area 2010 A2 - vormeimilIMIMMINUINV 2011 - 2012 An infestation of boring beetles was discovered in the early months of 2011. Observations within the system and research into the life habits of many boring beetles led to the conclusion that whitemangroves stressed by sustained cold temperatures in December 2010 and January 2011 were most susceptible to the beetle attack. Cold stress reduced the abilities of these trees to fight off the boring activities and many trees succumbed to them. Yellowing leaves, leaf drop, and eventual death of the tree was the result. The dead trees were easily visible in the rooftop photos taken periodically from the Grosvenor and Montenero condominiums. Efforts to hatch beetle larva led to the identification of at least two species, a round-headed (Longhorned beetles) and a flat-headed borer (Metallic beetles). No further loss of trees was documented after 2012 as a result of the borers. ',-t .l•,\. f it q a4pt! t - "S . ' 1 i „,117-,; ' alt . * .gyp +if X .12'% ,'4. . FrP t A�` f t,,.' 1 :G.,, YY Y, ,, it A .n. rt. ...ter ,I aq /_ �1 °3 \ . '..-11....-,...'1.'' ".. i i^ T - y r? yam, #}, it .+' _ C` '`s -) 441"11 , -s y. V., 70 - - ,',.,e,"gic., , , Y-1€, 4 1.-� „ ,,...64:0,-; �: }\ .v.:-:-., e i,‘,... -,,, ,te:„.vIefir,`:.. W.. White Mangroves affected by cold arid borers * r +['. ,1 I t f -_ ! ::::44 ”.”: :4 ; ... ,'' 4, : . .. .., , 4? ,4. wr� 4 fi tv I , 4 : Borer damage to stressed tree A2 - 2013 The lack of harsh weather, hurricanes or freezing temperatures over the past year seemed to have allowed the areas impacted by the boring beetles to begin to recover. A total of 4.02 acres of mangroves are still considered dead or stressed, a significant reduction from the original die-off of over 50 acres in the late 1990's. Typical flushing channel maintenance was conducted to ensure that the channels were operating as designed and continue contributing to the growth of new mangroves within the system. ,yam 4" m a R w _x .7, _ I • "� r t y.5. { � ` "'_ _ 7F w 1 m 7, t I 4 . 2911 t i Main die-off area 2013 A2 - 15 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 APPENDIX 3 - A RECENT HISTORY OF SEAGRASS PRESENCE IN CLAM BAY A3 Appendix 3 - Recent History of Seagrass presence in Clam Bay Reports of field surveys from the early to mid 1970's document the presence of seagrasses within the Clam Bay NRPA but do not give any estimation of coverage or densities within the system. It is noted that seagrasses are present only in Outer Clam Bay, and there is some hypothesizing that the lack of seagrasses in Inner and Upper Clam Bays is the result of lower salinity levels and lack of water exchange with the Gulf. (Heald, 1972, Tropical BioIndustries and Gee and Jenson, 1978). The Collier County Department of Natural Resources produced an analysis of the seagrasses and benthic infauna in Clam Bay in 1987. In this report it is stated that a 15m x 15m plot encompassed most of the grass beds in Clam Bay. The report exhibits show the plot location on the east side of the waterway between the Pass and Outer Clam Bay, much in the same location of seagrass beds which exist today. A DNR memorandum produced by David Crewz in 1989 also mentions "some seagrass and algal beds" being present in Outer Clam Bay but again offers no information on location, aerial extent, or densities. The 1991 Collier County Seagrass Protection Plan states that "Outer Clam Bay contains one of the densest and most extensive seagrass beds in Collier County," though it does not quantify aerial extent or density within the report. An exhibit associated with the report shows the entirety of Outer Clam Bay from the Pass to the Seagate culverts as seagrasses (almost 60 acres). A 1994 report documenting conditions in the proposed Clam Bay Natural Resources Protection Area by the Collier County Environmental Services Division documented that seagrass coverage in Outer Clam Bay was approximately 10 acres. Based on anecdotal information and on comparisons with other seagrass areas in the County during the same time frame, it is not presumed probable that there was an 80% decline in seagrass coverage during those two years but instead the 1994 report may have over-estimated the coverage. In 2007, PBS&J conducted a seagrass assessment in Outer Clam Bay for the Collier County Coastal Zone Management Department. Of the 30 randomly selected sampling sites observed, seagrasses were found in 13 of them. No conversion to an acreage estimate was made in this report. At the locations where seagrasses were observed,the estimated density relative to bottom coverage was between 5 and 25 percent. Annual Estimates of Seagrass Coverage since implementation of CBRMP A3 - 1 The following annual summaries provide general observations of the presence of seagrasses within Outer Clam Bay since the implementation of the Clam Bay Restoration and Management Plan. - :-- , a ti h �n Tw .C• •. _y F s _- s s xj iM � ♦ t t+ + - 4 :,,,,,,,,,,.,„,,-,__.:1:74,.-'-‘;'-''&:1,A:;:$!'4:.,(4.'4'4. '•i 1c ii,.,, , i t���� ?a i. , k �� .i,V,144t.f, ;:cA.‘ 14. 4-4.... -jet,, .Tre ,., .,, ,. „ $'0 \ 4 . i 7 A tr '.V ` ..,�•+�.,•T I' 4 Yate j ,+.-, C-, ., WI `1 t,-�&''}4y 1_ j,w•„#T �'c� i''rE i l`tri Approximation of 1994 Seagrass Coverage A3 -2 1999 Prior to the initial dredging associated with the 1998 Clam Bay Restoration and Management Plan, seagrass acreage was estimated at 5.13 acres, and restricted to Outer Clam Bay and the channel leading to Clam Pass. .EAGRASSES APPROX5.13 AC. 16,-1-.--:' >. C . o_ ?- � , , y .�„=ter 3 ,1 a. 4 � 1999 Seagrass Coverage 2000—2004 Seagrasses show a slow decline during this time frame. Water quality testing within the system did not indicate chronic degradation. The decline was attributed to the increased tidal range caused by the dredging work, which results in longer exposure at low tides of the shallow areas where seagrasses were present. The one-way culverts installed at Seagate, thought to have reduced tidal exchange in Outer Clam Bay, were removed in October 2002 to determine whether tidal exchange between Venetian Bay and Outer Clam Bay could be achieved without affecting Clam Pass. Seagrass beds in the southernmost portion of Outer Clam Bay began to expand in 2003 after removal of flap gates. A3 -3 2005 An increase in the seagrass coverage within the channel transects was documented. Increased density of the beds within the bay area east of Clam Pass was also noted. 2006 Shoal grass patches were still present in ecologically significant densities within the channel north of the County boardwalk and just inside Clam Pass mouth. Sea grass beds in Outer Clam Bay were still reduced compared to the 1999 pre-dredge conditions, but their steady improvement since 2004 seems to have continued into 2006. Approximately 3.6 acres of seagrasses were noted along the transects. kik - SEAGRASSES APPROX.3.62 AC. t rr +'ttxlmr w/ ter,. i.,,114 : , 4-..‘ '' ' r & -rit. - , ,., A- .,. . . S � � C j* to 1 4'" -- 4 .J s' ti ` p r -t‘r:- . ,,(_{r a vr`„1•'t il -! ' ,-,„).-,V- it-jacl'' >14 ...,4,,,,i, ,A. : t*,,' r,,.4..„, ,t. 1, ter. # .... 4a 2006 Seagrass Coverage A3 - 4 2007 Concerns related to the seagrass coverage within the bay were raised by adjacent property owners this year, and Collier County contracted an additional study by Post, Buckley, Schuh, & Jernigan Inc. (PBS&J) to investigate seagrasses and nutrient inputs within the Clam Bay System, and Venetian Bay, Moorings Bay and the entire Doctors Pass area. Some of the results of the PBS&J study relevant to the Clam Bay System were: • Seagrasses were present within Outer Clam Bay. Paddle Grass (Halophila engelmannii) was observed at 13 of the 30 randomly generated points within Outer Clam Bay. • Residents' concerns that seagrass coverage had declined from 60+ acres to the present were unfounded as early estimates of 60+acres were likely erroneous. • Nutrient and chlorophyll-a levels within Outer Clam Bay had increased over the past 20 years but were still below median values for Florida estuaries. As a result of these increased concerns regarding seagrasses, Turrell, Hall & Associates expanded the annual seagrass survey to cover the entire bay and not just the defined transects. Additional seagrass beds and macroalgae were observed in areas where they had not previously been documented. Though all of THA observations were of shoal grass, it was noted that all of the PBS&J observations were of paddle grass. It has been observed in the past that paddle grass is very ephemeral in this system and it is likely that the 2 months between the PBS&J and the THA surveys was enough time for the paddle grass to disappear. 2008 This was the final monitoring event of the seagrasses associated with the 1998 Clam Bay Restoration and Management Plan permits. Increases in seagrass coverage that were noted in 2007 continued through this year. A small area of paddle grass was observed along Transect #2 which had been devoid of grasses in the past. Other transect areas that have been devoid of grasses until this year include the western shoreline of the channel between Clam Pass and Outer Clam Bay (Transect 5). Seagrasses had been present along this area prior to the dredging but were replaced by black mangrove propagules when the increased tidal range led to extended drying times of the shoals where the grasses had been located. New grasses this year have been observed along the edges of the channel in areas that do not dry out so much during low tides. In addition to the seagrasses, other observation made along transects indicate that the biological diversity of the macro-invertebrate fauna within the system has increased. A3 - 5 Several mollusk species, including Florida horse conchs, southern hard clams, stiff pen shells,tulip snails, cockles, oysters, and several others were all observed. 1212 Seagrass coverage within Outer Clam Bay has continued to increase. The initial decline noted immediately following the 1999 dredging activities appears to have been reversed over the past 8 years. The decrease stabilized around 2004 and has reversed in the past few years to where the grass beds are re-establishing previous areas and new areas appropriate for the grasses (in terms of water depths and light penetration) are being colonized. Approximately 4.27 acres of seagrasses were noted within the system this year. Most of the seagrass observed was shoal grass though small patches of paddle grass and turtle grass were also observed. Future monitoring of the seagrasses will be conducted to see if this trend continues. SEAGRASSES APPROX 427 AC 3 . x,. � � -: . 1, - .-4,, - i,;...,, -,,, ,. ,,,`;:,,,,,,,t,--1.4-t-5,;,,,,,, , ' ri. ► i" r^"" ,0* . ._....-,.. -. ,, .._...�.,� ti " , ..)` s, .,, . ir- ;::: pj � y. 2012 Seagrass Coverage A3 - 6 2013 Seagrass coverage overall totaled approximately 2.85 acres along the monitored transects within the Clam Bay system. The past thirteen years monitoring has shown that there was a decrease in the monitored seagrass beds immediately following the initial 1999 dredging activities. This decrease appears to have stabilized around 2004 or 2005. It has reversed in the past few years to where the grass beds are re-establishing previous areas and new areas appropriate for the grasses (in terms of water depths and light penetration). Future monitoring of the seagrasses will be conducted to see if this trend continues. -_Y 01.1111... '. - .•.. ,, v ' .'- ,I..7:'•-':It -' '' .<a � �r,, 1. y. .• 0 ,„ 3 1 it91 ! ' r? 'S F' ,5." °' 2013 Seagrass Coverage A3 - 7 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 APPENDIX 4 - PHYSICAL AND NATURAL RESOURCES A4 Appendix 4 — Physical and Natural Resources Soils Based on the National Resource Conservation Service (NRCS) "Soil Survey of Collier County Area, Florida" (NRCS, 1998)there are 2 different soil types (soil map units) present within the NRPA boundary. It is important to understand that where the soil survey shows mapping units named for soil series,the units represent the dominant undisturbed soils in that landscape that existed predevelopment. The unit descriptions do not recognize or appropriately interpret the drastically disturbed nature of urban landscapes created after the soil survey was completed. Durbin and Wulfert mucks,frequently flooded(Map Unit#40), covers approximately 66%of the NRPA. These level, very poorly drained soils are most often found in association with tidal mangrove swamps. Mapped areas can consist entirely of either Durbin or Wulfert or any combination of the two soils. Individual areas are elongated and irregular in shape and range from 50 to 1000 acres. The slope is 0 to 1 percent. The permeability of the Durbin soil is rapid, and the available water capacity is high. The permeability of the Wulfert soil is rapid,and the available water capacity is moderate. The water table fluctuates with the tide and is within 12 inches of the surface most of the year. The soil is subject to tidal flooding. The natural vegetation within these areas consists of red, white and black mangroves. Canaveral-Beaches Complex (Map Unit#42) covers approximately 9 %of the NRPA. This map unit consists of the nearly level,moderately well drained Canaveral soil on low ridges and beaches. Individual areas are elongated and irregular in shape and range from 20 to 300 acres. The slope is 0 to 2 percent. Typically, beaches consist of sand mixed with shell fragments and shells and are subject to frequent wave action. The permeability of the Canaveral soil is rapid to very rapid. The available water capacity is very low. In most years,the seasonal high water table is at a depth of between 18 to 40 inches for 1 to 4 months. This soil is subject to tidal flooding under severe weather conditions. Natural vegetation consists of sea oats, seagrape, cabbage palm, and salt grasses. They are commonly invaded by exotics such as Australian pine and Brazilian pepper. Topography Topography is shown below using a Light Detecting and Ranging map (LIDAR) obtained from Collier County. The elevations within the NRPA boundary range from+5.0 to -7.0 NAVD88. The surrounding lands are generally higher than the NRPA and generate the freshwater flows into the preserve (see attached Exhibits). A4 - 1 simmumiumminiiim i?-14., . Beachwalk GIR , P4 ` 1 "kik ® Vanderbilt Beach RD 1 1 t it t�o\o�� If 0 • T`Pwc,O tee: 2 (' • l a* _ � CantaiRD g m. r- ,_ Banyan RD 5 n o G3 13 o F Vi ti 4. 0 -m �O O O e • z SZ Z Q- cr J aQ tY 0 U ` a 2 1 �, •11-1-4 Eugenia DR a 0 �`�o h -ILu O L.1 0'O co t P `e�s_.. N o �0 0 Gey tr „ m .4c. le v,� m 2 0 0.15 03 `.D rn C13 T' m O M m 73 Le end n '' Seagate DR Pine Ridge RD 9 c^ NM K D v { LIDAR n:b �� �Sj o Pompei LN ;l Lew J ti Z gym ' -1213 Mill m v LIDAR map of the Clam Bay NRPA Climate Clam Bay's climate falls within the United States Department of Agriculture(USDA) subtropical classification. There are essentially two seasons experienced. The wet season occurs in the summer, and the dry season occurs in the winter. Typical rainfall and temperature data are provided in Tables 1 and 2. In the summer the center of the trade winds shift north and moisture-laden breezes blow from the east or south-east. In winter the trade winds shift southward and the winds are less constant. Weather is then more influenced by fronts advancing from the northwest. This brings cooler conditions, although temperatures rarely reach freezing, due to the fact that they are being moderated by the surrounding waters. Cold fronts are typically preceded by winds from the southwest,which clock to the west then northwest as the front passes,with strong winds of 20-25 knots and cooler air. In general terms,winds are predominantly southeast during the summer and northeast during the winter. A4 -2 Historical meteorology for Clam Bay is based on data collected for 30 years (from 1981 to 2010) from Naples Municipal Airport by the Florida Climate Center(NOAA &FSU). The following charts present meteorological statistics for temperature and precipitation. 1981-2010 Temperature and Precipitation Normals Graph 110.0 100.0 90.0 �,,,.• ""•..�•—�•—.m.�.. s 80.0 •�""'� • � , • i1", 11\'�eak,.0r 70.0 « 60.0 �*n,..r..i...■""•"" �•~"'"+". 50.0 40.0 30.0 20.0 10.0 . —......,• • 0.0 •�.�.�*�...F+,�. ._.,...,� •---•-+ Jan Mar Mat Jul Sep hJ�d Q Precip (in) 0 Min Tmp (`F) 0 Avg Tmp (`F) 0 Max Tmp (`F) Temperature The monthly average temperatures range from 64.5°F to 83.2°F. The lowest monthly minimum temperature is 54.2°F while the highest monthly maximum temperature is 91.2°F. The data reflect a humid subtropical climate with a narrow fluctuation in air temperature. Precipitation Average annual rainfall for the Naples Municipal Airport NOAA station is documented at 51.89 inches. The data in the table indicate the highest rainfall occurs during the summer months of June, July,August, and September. A4 - 3 1981-2010 Temperature and Precipitation Normals Graph 0 Precip(in) 0 Min Tmp(`F) 0 Avg Tmp(°F) 0 Max Tmp(°F) • January 1.85 54.2 64.5 74.7 February 2.10 56.8 66.9 76.9 March 2.38 60.0 70.0 79.9 April 2.36 63.4 73.3 83.2 May 3.16 68.5 78.2 87.8 June 8.82 73.9 81.9 89.9 July 7.27 74.9 83.1 91.2 August 8.58 75.3 83.2 91.0 September 7.69 74.8 82.4 89.9 October 4.19 70.0 78.5 86.9 November 2.04 62.9 72.1 81.2 December 1.45 57.0 66.8 76.6 Winds Winds are predominantly easterly throughout the year, but with a tendency to become northeasterly from October to April and southeasterly from May to September. Winds speeds, not including storm events are, on average, below 10 knots. During the winter months when fronts move through for a day or two at a time,winds out of the northwest to northeast may increase to about 25 knots. Sea breeze As the land surface around Naples and Clam Bay warms,the air above is heated. The warm air is less dense and tends to rise creating a lower air pressure over the land than the water. The cooler air over the water then flows inland creating a sea breeze. In the evening the reverse occurs and the cooler air over the land will flow back toward the water creating a land breeze. The incoming sea breeze acts as a lifting mechanism, resulting in the warmer air rising up to higher altitudes. This creates cumulus clouds that begin to build which leads to the development of afternoon showers and thunderstorms in the area. A4 -4 Storms Naples and Clam Bay specifically are within the Atlantic Tropical Cyclone basin. This basin includes much of the North Atlantic, Caribbean Sea, and the Gulf of Mexico. On average, 6 to 8 tropical storms form within this basin each year. The hurricane season lasts from June 1st to December 1st. The formation of these storms and possible intensification into mature hurricanes ! I takes place over warm tropical and subtropical waters. saHtr-Simpson HurricaneScale Eventual dissipation or modification, averaging 7 to 8 days Category Wind speed Storm surge later,typically occurs over the colder waters of the North mph ft Atlantic or when the storms move over land and away from (kmin) (m) z156 Vnl the sustaining marine environment. Five (a250) t>5 5) 131-155 13-18 Due to the destructive nature of these storms, landfall can Four (210-249) (4.0-5.5) result in significant damage to upland development and Three 111-130 9-12 facilities from storm surge,waves, and wind. A good example (178-209) (2.7-3.7) of this would be Hurricane Wilma which formed in 2005. 96-110 6-8 Two (154-177) (1.e-2.a) A tropical storm is defined by maximum sustained winds from One 74-95 4-5 35-64 knots (40-74 mph). A hurricane has maximum (119-153) (1.2-1.5) Additional classificationssustained winds that exceed 64 knots(74 mph). Hurricanes Trop 39-73 are classified into different categories according to the Saffir- Isto (fi3_1ill. vil Simpson scale. Hurricanes can also spawn severe weather such as tornadoes as they move inland. The table below lists the number of tropical storms and hurricanes that passed through or near Naples over the past 20 seasons including 1992 through 2012 as reported by the National Oceanic and Atmospheric Administration(NOAA) Coastal Services Center and Hurricane City(www.hurricanecity.com). Analysis of the available information indicates that Naples,on average, is brushed or hit by a tropical storm or hurricane once every 2.71 years and is directly hit once every 7.05 years. A4 - 5 Number of Named Storms Passing through or near Naples Year #of Storms Names Strength closest to Naples 1992 1 Andrew Hurricane Cat.3 1993 0 1994 1 Gordon Tropical Storm 1995 1 Jerry Tropical Storm 1996 0 1997 0 1998 1 Mitch Tropical Storm 1999 1 Harvey Tropical Storm 2000 1 Gordon Tropical Storm 2001 0 2002 0 2003 0 2004 1 Charley Hurricane Cat. 3 2005 1 Wilma Hurricane Cat.2 2006 0 2007 0 2008 1 Fay Tropical Storm 2009 0 2010 0 2011 0 2012 0 2013 0 Hurricane Wilma image NA - 10/19/0 13450 600L 9-W 13 WV -'�' . h • { { r { eav.1 MC r// nc 11/ai Mal : e. 3. Itall1111111111.111.11 A4 - 6 Waves Clam Pass connects the Clam Bay system to the Gulf of Mexico's tidal water fluctuations and open coast wave energy. Clam Pass is subjected to relatively low wave energy. Significant wave heights in deep water commonly range between 1 to 3 feet(0.3 to 1m). Predominant wave directions are from the northwest to west, especially during the winter months,while summer and tropical storm events include wave energy from the south and southwest. The beach material is composed of fine sand having an average median grain size of 0.2 mm. The average net sediment transport along the southwest Florida coast is approximately 30,000 to 60,000 cubic meters per year to the south. The relatively small tidal prism for Clam Bay provides a critical balance between tidal flow in and out of the inlet channel and littoral processes moving alongshore. This affects the inlet hydraulic efficiency over time, especially when littoral transport rates are high due to periods of high wave energy. The wave climate at Clam Pass was obtained from the NOAA Wave Watch III(WWIII)model. Wind and wave data were extracted at the nearest station, located approximately 2 miles offshore of the Pass. The data included significant wave height, wave period and direction, as well as wind direction and speed. A total of 8 years of data were extracted from the beginning of 2006 to the end of 2013. Figure 5 shows the wave/wind roses for the 8 year record. The wave and wind rose graphs show a color coded percentage of occurrence in wave height or wind speed in incremental direction bins of 12.5 degrees. The wave direction notation is where waves are originating from,while wind direction is where it is heading. The combined annual wave rose shows that largest waves and highest frequency waves typically originate from the northwest to west direction. Because the annual wave rose does not describe seasonal variations,the wave data of 2013 were evaluated monthly and represented by wave roses to assess variations in wave energy direction. Figure 6 shows comparisons of the monthly wave roses for the 2013 data indicating the temporal variation in the incoming waves during the winter and summer months. A4 -7 WAVE ROSE It 11, 10Ser -in .I. " As \ / s' ( i K s / kJ' 121. a Is \\OW"6 "6.102S.7/ / w rCr — •-• r. E / \ / ESE reer \ / .../.' ., '.--.----_------- se• WM ess • IIIIIIIIIMIB;=1111111Ml 1 ..111.1114 ...mew met Figure 81. Clam Pass,Wave&Wind Roses-2006 riM Wind and Wave Roses—2006-2013(Provided by Humiston and Moore) WAVE ROSE WIND ROSE N N POW NNW •+ no .. pm . ma Pit . q•N ,, V... ,,, MI6 111 IMta r t MI ../• ...wes +MM.,. / . ., 1.4 il.t.4 ea I w PI. I al. ',...": TO< WOW ESE MEI ass / I?., \ / — Set a SW ose. Wee WE WM WAE i 0 1111.111111111W MEM 11111111111111W 11IIIIIIIIII 04 OS Or re 1 i A • i +V i. le t. Wnw,1.1,1+ell W El Se++1, + Figure 2.Clara Pass,Wave&Wind Roses—2006 to 2013 HIM ... Wind and Wave Roses—2013(Provided by Humiston and Moore) A4 - 8 Natural Communities In this Section, a natural community refers to the mix of plant and animal species that form the natural basis of the Clam Bay NRPA. A combination of factors including geology, climate, hydrology, soils, and anthropogenic influences determines the specific types of plants found in any given area. These plants are a major factor in what type of animal species that may be present. The Florida Department of Transportation's Land Use, Cover and Forms Classification System (FLUCFCS 1999) has been used to identify the plant communities found within the Clam Bay NRPA. See the attached Exhibits for an overall FLUCFCS map of the Clam Bay system and the existing monitoring plots within these habitats. List of FLUCFCS Communities within the Clam Bay NRPA FLUCFCS Community Description Upland or %of Clam Bay Code Wetland NRPA 181 Swimming Beach Upland 5.95 186 Community Recreation Facilities Upland 0.40 322 Coastal Scrub Upland 3.97 428 Cabbage Palm Hammock Upland 0.45 540 Bays (with and without direct Wetland 23.16 connection to Gulf or Ocean) 612 Mangrove Swamp Wetland 64.60 642 Saltwater Marsh Wetland 0.04 651 Tidal Flat Wetland 1.43 911 Seagrasses** Wetland 0.84** **included in the Bays (541) category Several other components of the Clam Bay NRPA ecosystem are also addressed below. These components include offshore hardbottom, oyster, and other benthic faunal communities that are not specifically addressed in the FLUCFCS classification system. Additional historical information on the Clam Bay mangrove and seagrass habitats is included as appendices to the Management Plan. FLUCFCS Code 181- Swimming Beach Beaches form when offshore sand deposits are moved landward by wave action usually during the spring and summer. Sand, which is stirred up as the wave breaks on the shore, drops out of suspension as the water moves up the beach face. Thus, the beach becomes gradually higher, wider, and steeper. In the wintertime, larger, higher energy waves associated with winter storms overflow the beach area and stir up the sand deposited earlier in the year. The sand is pulled off the beach as the wave recedes and is deposited in an offshore sand bar. If these two forces are in equilibrium, the beach area will be stable from year to year. However, naturally occurring factors, such as storm events, littoral drift(lateral movement of sand because waves approach the beach at an angle), and offshore winds, upset this equilibrium and result in the ever shifting nature of the beach environment. A4 - 9 Dunes form because of onshore wind action on beach and sand. When wind speeds are sufficient, individual grains of sand start to roll and bounce along the surface. This windborne sand is transported landward until the wind speed drops below that needed to move the sand. Coastal vegetation is critical for slowing wind speeds and causing sand to be deposited. Landward of the highest tides, pioneer or frontal zone sites are stabilized by sand trapping action of various rhizomatous grasses and low growing shrubs that are tolerant of salt spray. Only a few plant species can tolerate the stresses of a dune environment,particularly frontal dune sites. Foredune plants must be able to survive being buried by blowing sand, sand blasting, salt spray, and saltwater flooding, drought, heat, and low nutrient supply. Coastal plants colonizing the dunes are key players in trapping windblown sand and preventing coastal erosion as the first defense against heavy winds and surge of tropical storms. Many plant species that occur on dune areas have developed specific attributes to help them survive these harsh environments. These include high growth rates, dense root systems, low profiles, and high flower and seed production rates. Species common on the beaches of the Clam Bay system include: sea oats (Uniola paniculata), seagrape (Coccoloba uvifera), and railroad vine (Ipomoea pes-caprae). FLUCFCS Code 322—Coastal Scrub Landward of the frontal (beach) zone area is the back dune zone (also often called the coastal shrub or scrub zone), a portion of the dune that is more stable, has greater organic matter, and supports less salt tolerant grasses and shrubs as well as some trees. Many of the woody species found in coastal scrub are low growing and shrubby due to low nutrient and droughty conditions of sandy soils. High winds and salt spray often prune the terminal buds of the trees and shrubs growing on the dunes and result in salt-pruned,windswept canopies. Coastal scrub is represented by a conglomeration of coastal species generally found in a narrow band between the mangrove forest and the beach areas. Species common in the coastal scrub zone of the Clam Bay system include: seagrape (Coccoloba uvifera), cabbage palm (Sabal palmetto), buttonwood(Conocarpus erectus) and Spanish bayonet (Yucca aloifolia). This is an important habitat as it helps anchor the back dune sands and provides habitat for several listed plant and animal species including the gopher tortoise (Gopherus polyphemus). A4 - 10 ' •e"ip4yt ,v t:`^-7,-•.\.. `tin`:, i `s .1 101 t y a. t. .. / _ 'S. +i. b , 4 , ! li. , . I— lit? 01:, �iy -4 N`l•j4. Y k '. ,1 �i{,:" a t __ , 4. f _,et I /� a*T`..t V, i a1 i _11.0.##� k,,,..„ I. t i3 < 1 Y r o � t . F▪ `� `' ! t . fi z N h ,,q aK1 1. VII 1f,. i t• ; it '` i , n TA.:'," (d v, r. -+ ^4 ti �r{.,t t ;}, s +4 S•j e, ti.,r P J",! !� l l , `s'...7:,,,,,,,,- i `, • V• ';� 3 r ` l , ^f LYAF' ft * Y „c',�iS ''': r . ,` ,t`�,y .� ld Fir .�e A �`ii,'S i,. {+.d'; a'}. a . t.1 r'.-if. _ . a. Gt,^�... % , ' t', FLUCFCS Code 428—Cabbage Palm Hammock This forested zone is composed of the more protected dune vegetation farthest from the Gulf of Mexico. The Cabbage Palm Hammock habitat is identified by the preponderance of cabbage palms (Sabal palmetto). It is generally found in pockets located between the mangrove forest and the coastal scrub zone or beach areas. Aside from the cabbage palms, seagrapes(Coccoloba uvifera),buttonwood(Conocarpus erectus), and several other hammock species, such as wax myrtle (Myrica cerifera) and myrsine (Myrsine guianensis), are common. A hammock is a habitat that is densely shaded by a canopy of trees. Hammocks usually have sparse groundcover that leaves the forest floor mostly open for animals to travel through. Hammocks also provide a reprieve from the sun for animals and humans alike. In Clam Bay, this habitat is also susceptible to infestation by exotic vegetation, such as Australian pine (Casurina equisetifolia) and Brazilian pepper (Schinus terebinthifolius)which are addressed later in this Section. FLUCFCS Code 510 and 540—Interconnecting Creeks and Bays (with and without connection to the Gull) The Clam Bay NRPA contains the three larger bays associated with Clam Pass (Outer, Inner, and Upper)as well as the interconnecting shallow creeks and small open water areas. Second in extent of aerial coverage within the NRPA boundary, it is the bays and interconnections which serve as the life blood of the estuary. These open water habitat serves as the basis for many other communities. Seagrass beds, oyster bars, clam beds, and other benthic communities can all be supported to varying degrees with the open waters of the bays and interconnecting creeks. As outlined below, several of these A4 - 11 communities are present within the Clam Bay NRPA and will be considered when deciding on management activities outlined within this Management Plan. Multiple studies have indicated that the single most important thing that can be done to restore the health of the Clam Bay system is to improve the total tidal flushing capacity of the system (Tackney 1996; Lewis 1997; Wilson Miller, et al 1996; Turrell 1995). The dredging conducted within the Pass and the interconnecting creeks, as well as the hand-dug flushing cuts,have been seen as the major contributing factors to the restoration of the mangrove forest community within the system (Turrell 2008; Humiston&Moore 2003). Tidal Pass Clam Pass is the only open water connection to the Gulf of Mexico for the Clam Bay NRPA. The exchange of seawater between Clam Bay and the Gulf is critical to the ability of the estuary to export organic matter, as well as to help regulate excess salt and freshwater. It also supplies oxygen rich water from the Gulf. In the absence of surface water circulation or tidal activity, estuarine habitats, such as mangroves, can slowly die due to deleterious changes in the sediment because in the absence of oxygenated water the sediments become anaerobic or anoxic, and metabolic wastes and hydrogen sulfide accumulate in the anoxic sediment(CBRMP, 1998). Tides in the Gulf of Mexico are mixed,with the norm being two high tides and two low tides experienced per day and normal amplitude(range) of approximately 2 feet. The highest tides (springs) are experienced twice per lunar month at full and new moons when the gravitational pull on the Earth's surface waters is greatest. Neap tides also occur twice per lunar month when the planetary(gravitational) influences of earth,moon and sun are perpendicular. A4 - 12 CLAM BAY TIDAL RANGES 2.50 E3 PRE-DREDGE RANGE II POST-DREDGE RANGE ■10/99-01/2000 RANGE ®03/00-05/00 RANGE ■06/00-07/00 RANGE 7 ■09/00-10/00RANGE 2.00 ,f ■ ■12/00-01/01 RANGE ia= s ■02/01-05101 RANGE r , ■07/01-08/01 RANGE H ■09/01-11/01 RANGE ff 001/02-03/02 RANGE ;i ■04/02-07/02 RANGE s � I ■07/02-09/02 RANGE jyl�'S0 f I' ■11/02-02/03 RANGE W I ■05/03-06/03 RANGE LL ---- I, k P ■09/03-11/ 03 RANGE W tit 1 00 - ' - 1 i ii4 I. Ov L. M M J �a I, Ii 1 • 0 I. o0 0 00 �m o g asa R p`, • o v c o rn 0.50 f 1 %• l° 1 .°1517. h I +, i t 0.00 GULF REGISTRY SOUTH NORTH UPPER It can be seen that the health of the mangrove forests is directly related to the efficiency of the tidal pass. Clam Pass and its associated waterway is a very dynamic creek whose location has varied over time (Turrell 1995; Tackney 1996). Because of this, it is susceptible to outside events and can periodically close, such as has happened at least six times in the last 25 years. Tidal creeks are passageways for fish and marine invertebrates between the open waters of the Gulf and the protected embayments of Clam Bay. Manatees, dolphins, and turtles may also use the Pass. Scouring action of the fast flowing tide generally prevents colonization by seagrasses and other benthic plants, and the substrate is typically sand and shell with the finer sediments carried in suspension and deposited just outside the mouth of the Pass (the ebb shoal delta) or to the interior of the system on the incoming(flood)tide. FLUCFCS Code 612—Mangrove Swamp (Forest) Mangroves are salt tolerant trees that grow in tidal areas of the tropics and are legally protected for their ecological value with such functions as: • Providing habitat for marine,terrestrial,and avian wildlife. • Protecting coastal areas from storm surges and coastal erosion. • Improving water quality by acting as a natural filter for land based freshwater run-off. A4 - 13 • Forming the basis of a highly productive estuarine food chain which includes many commercially valuable species. • Enhancing the atmosphere by absorbing carbon dioxide and reducing greenhouse gasses. Special attention has been given to the mangrove community in the past because of the die-off which occurred between 1991 and 1997 (though stress in the community was documented as far back as the late 1970's). The die-off affected black and red mangroves initially but eventually ended up encompassing some white mangroves as well. More details on the recent history of the mangrove management are provided in Appendix 3 included with this plan. Red Mangroves Red mangroves(Rhizophora mangle) are recognized by their tangle of reddish looking prop roots, long cigar shaped seedlings (propagules)and their large,pointed evergreen leaves. Red mangroves flower all year but reach maximum propagule production during the late spring and early summer months. They are typically the most seaward of the three species with the prop roots and vertical drop roots providing support. Small pores on the trunks called lenticels allow oxygen exchange via air as the waterlogged soils become rapidly oxygen depleted. Salt is excluded from the plants cells through a process called ultra-filtration roots. The characteristic propagules germinate on the parent tree and drop and float for up to a year, finally becoming heavier at one end so that when encountering a suitable substrate they are ready to root upright. The mass of prop and drop roots forms extensive surface area under water for attachment of sessile, filter feeding marine species(such as sponges,tunicates, and mollusks) as well as hiding places for juvenile fish. Birds, butterflies, insects, and mammals find home and food within the canopy. A4 - 14 {4 :it.Ak :. . x R ;tsa a, 1 .. , r PeA '. f ? �y.�_ x 4 1 I. 'sf t � '�� "' r � a4 i L t;or t 71r t n . A' n' f S�q y��t\r Red Mangroves and Propagules (inset) Black Mangroves Black mangroves (Avicennia germinans) are typically found a little further inland. Key identification features include the snorkel like pneumatophores which radiate upwards out of the soil from the base of the trunk, a grey-black rough bark and slightly pointed, oval leaves which are silvery with salt deposits on the undersides. The pneumatophores play an important role in oxygen exchange and unlike the red mangroves,which keeps salt out of the body cells through filtration in the roots,the black mangrove excretes salt out of the backside of the leaves. They are also reliant on adequate tidal exchange but lack the supporting prop roots that typify the red mangrove. Small white flowers and lima bean shaped propagules are typically apparent during the late spring and early summer months. Black mangroves are cryptoviviparous as the embryo develops within the fruit while on the parent plant. When these propagules fall from the parent tree,they are able to float for a short period before rooting in the mucky soil. A4 - 15 �I + le '� .3k I k ulk r �, t Fiji , :�J;r f � (9x� j:+Iz.'?,11,,,;(4- i �i'lt„ �z t ^�'i 1* it• l i P �t/ .. it v,;~.� f i r s. ,; , ..' _-.- ..;,:T ,[-� A /li I ittrr-A.--,4`;44I'- -0:ti 1 s„qt-\1'''' ' mr , .4,,,' ;; ro; i , ; -...,f, i. ;'A -z-s.t. =, z_... .,,:::J.k. y, ti ty -4,1,-. _ , �` a _ � �st•f 'A ti..;,�. . �, tr,-tif 3 tiz �3 �"'t� s ij� �_ ,/�.� f M. ..I �'. y * ;- 5: ,V, ! .:i ` q tr', i_ a #. �S ., 1„ .,...,.--- ...,-.! >,..0,-- ' ,-.-'..' .I. '-i -':; '',F) ' .,..t. ' :, 1,k.TN,,,',. ...- - .0* - .-' 't.--:,-'...'1,,:-.4. • . . i ; . ,, Y:`ra ._ a: 7: ^�6 'i'L„„.,„, ., =nom:it 41' 4” wt. • \i i ce/r K yV ;yam e. � � 1! ,6,.._,. ..-o-is �%3 '\ ,..---e,,t .f� .,1,-." �. 1 �r`� ti t , * ;,J .,t,', .. ,,. ;: ,,,A,� a �`3 ,..gy Via w." j • 7 i .' 6. ,:":" �1 1� CL ! •:- L ,h;l _i(i S y. S .'moi. ,,. to-'v. (9, Z 1, 1, rJ SA .,. 7 ] •F al r 1.fr " �4`.! .,'.. r�.' El' ....ft !'+yam �,,tilt 'Y,� a,��' •S`Y' • � � �. i I,' r .-�, K,•&dr� . a �. rte.'' s e ...`it,..`•=54 L- L-ii' 1 Black Mangrove Pneumatophores White Mangroves White man groves(Laguncularia racemosa) are the third mangrove species and are often found further inland than the other two species, Although zonations described are typical they can frequently vary. Since they often occur in drier areas,white mangroves do not exhibit the adaptations to soft,anaerobic soil of the other species. The bark is characteristically grooved and furrowed, and leaves are oval, mid-green and leathery with two small glands on the petiole at the base of each leaf. White mangroves also flower in the spring and early summer, and the small seedlings have the shortest floating dispersal stage of the three species. White mangroves are semi-viviparous and germinate inside the fruit during the approximately five-day dispersal, but not while attached to the parent plant. A4 - 16 1115 ' ' , ' pii . ... , . ., , i , .._ . i x ' ° ° iir. 0,N 0 At \ . -,1 x • yy► a Aar .. l * a, S-ir Ail\ ' ' ,„,,,,,,. k , 4 , ,,. \-- ii. l ,,,. , .„ 4 , White Mangrove leaves and fruit The mangrove communities are composed of both riverine(along the creeks)and basin forest components. The species composition of mangroves within these two community components is very distinctive. Riverine mangrove areas are almost exclusively composed of red mangroves within the Clam Bay NRPA while all three species, along with buttonwood (Conocarpus erectus), are found in the forest component. Riverine (Creeks)Mangroves On the waterward edges of small islands and the tidal creeks,passes and estuarine waterways that make up the Clam Bay system, a fringe of red mangroves will be found growing up to 25 feet in height. This zone can be just one or two trees in depth or extend landward for some distance, depending on topography. The habitat provided by the prop roots of these red mangroves is of great importance to many fish and other aquatic organisms. Forests The majority of the Clam Bay mangrove habitat is low-lying basin forest where the dominant mangrove species varies between red, white, and black through the forest habitat. This forest community was the habitat affected by the mangrove die-off. The hand dug flushing channels A4 - 17 were constructed throughout this community to increase the flushing capacity through tidal inundation. Associated plants within the mangrove habitat include: buttonwood (Conocarpus erectus),the succulent ground covers, saltwort(Batis maritima)and glasswort(Salicornia cervicornis), (especially where a fallen tree provides a break in the canopy and light penetration to the forest floor) and,further inland and closer to freshwater sources,the leather fern (Acrostrichum danaefolia). FLUCFCS Code 642—Saltwater Marsh At the interface between forested mangrove areas and the water management berm are depressional areas that have become colonized by aquatic freshwater plants, such as cattails (Typha latifolia), Carolina willow(Salix caroliniana), bulrush (Scirpus californicus),needlerush (Juncus romerianus), and leather fern(Acrostichum danaeifolium). For a more complete list of common plant species found in this habitat see page 30. Wildlife, such as otters (Lutra canadiensis), alligators(Alligator mississippiensis),various turtles, and wading birds can be commonly observed. These areas require regular maintenance to prevent the spread of nuisance and exotic plant species and ensure optimal functioning and interface between the natural mangrove forest and the water management system. FLUCFCS Code 651—Tidal Flats Tidal flats are flat bottomed, sub- or intertidal habitats that lack an oyster or seagrass community and are located inside the outer coastal margin. The two most significant environmental characteristics that control a flat's infauna(benthic organisms that live within the substrate) and epifauna(benthic organisms that live on the surface of the substrate) are:the height of the substrate relative to mean sea level and the sedimentary consistency of the substrate. The position relative to mean sea level dictates whether the habitat is emergent(in air) for part of a tidal cycle or how deep below the water it is. This latter characteristic controls other physical water quality measures, such as dissolved oxygen, the frequency and duration of hypoxic events, and light penetration. Firmness of the substrate affects the capacity to support an epifauna by both supporting the organism on the substrate and permitting the burrowing of the infauna. The sand and mudflats of Clam Bay are rich feeding grounds for many species of fish and wading birds. These organically rich sediments support a variety of mollusks, worms, and invertebrates that scavenge detritus or, in the case of many bivalve mollusks,extend siphons at high tide and filter vast quantities of water. Birds, such as a variety of herons, ibis, egrets, and spoonbills pick through the sediment for the invertebrate food sources. The dredging of the Pass associated with the 1998 Restoration and Management Plan resulted in an increase of exposed tidal flats within the southern portion of the system. Increased tidal range resulting from the dredging allowed more area to be periodically exposed during the tidal cycle. Some of the area that had supported seagrasses prior to the dredging work were converted into the tidal flats by the increased range and reduced phase lag. Management concerns related to the A4 - 18 tidal flats include the templates established for the dredging,the resultant currents that could be expected as a result of dredging, and the frequency of disturbance. FLUCFCS Code 911 —Seagrass Beds Seagrasses are flowering marine plants of shallow,tropical regions. With a creeping growth form connected by horizontal rhizomes they serve to trap and anchor sediment. Both the grass blades themselves and the surface area they represent provide food and attachment for marine species. Seagrass beds are renowned for their value as nursery habitats and are legally protected. �t �' -; ,�"` N. .me, ¢' +"" �, i = t T v t j x Shoal grass (Halodule beaudettei)along interior channel south of Clam Pass A4 - 19 Paddle grass (Halophila decepiens) in the center of Outer Clam Bay ,3,+ z;:i 3;4.: d✓ �,� -e. � g Y 4 Turtle grass (Thalassia testundinum)just south of County boardwalk in Outer Clam Bay Seagrasses rely on good light penetration to enable photosynthesis and are sensitive to reduced tidal water quality. Growing in shallow regions,they are also vulnerable to physical damage by boats. A variety of marine algae can be associated with grass species, differing in the lack of a A4 - 20 true rooting and vascular system. Several species of both brown and green alga have been observed. Other Benthic Habitats Oyster Bars Oysters (Croassostrea americana)are filter-feeding bivalves,which were once common within the tidal creeks of Clam Bay(Humm and Rehm 1972). Oysters play a significant role in shaping the environment in which they live by forming a hard structure upon which an intricate biological community is built. Similar to coral reefs, oyster reefs are `biogenic' (formed by the accumulation of colonial animals)and provide structure and surface area for numerous other temporary and permanent species. Providing complex habitat structure is the most fundamental of ecosystem services that oysters provide. The structure provides a place for algae and non-mobile invertebrates to attach, as well as a place for mobile invertebrates and fishes to be protected from predators. Although the relationships between sportfish and oyster habitats are not as well studied as in other estuarine habitats, such as seagrass beds,they are considered essential fish habitat. The numerous ecosystem services provided by oysters can be summarized into three general categories: habitat provision,water quality improvement,and shoreline stabilization. Oyster reefs provide habitat to a diverse array of flora and fauna. The role of oyster habitat to the estuarine food chain is highly significant, as discussed in the previous paragraph. Through their feeding process oysters filter large quantities of water which transfers energy and material from the water column to the benthic community, subsequently reducing turbidity and water column nutrients. Through bio-deposition,nutrients are made available to the flora and fauna which comprise the complex oyster bar food web.Additionally,oyster reefs stabilize sediments, shorelines and adjacent habitats by buffering wave energy,further aiding water quality. A4 -21 • • f • Oysters (Croassostrea americana)along the mangroves near the canoe ramp in Outer Clam Bay A 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida found living oyster clusters in the upper reaches of Upper Clam Bay(a single cluster), in the tributary between Outer and Inner Clam Bays (a single cluster), and throughout the shoreline of Outer Clam Bay. Other bivalve mollusks In addition to oysters,the 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida also found two other bivalves within the Clam Bay system. The pointed venus clam (Anomalocardia auberiana) and the stout razor clam (Tagelus plebeius)were both observed. Turrell,Hall &Associates, Inc. benthic surveys found several beds of southern hard clams (Mercenaria campechiensis) also present in the system. A4 -22 If sits f { R y ✓s , 4 Southern hard clam (Mercenaria campechiensis)from waterway south of Clam Pass These mollusks are generally found within the shoal and tidal flat areas of the system and could be susceptible to impact during dredging or other disturbance operations. Management concerns would be protection from recreational users,water quality, flushing and dredging. Tubiculous Polychaetes Tubiculous polychaetes (tube worms)are typically the most abundant biological assemblage in Clam Bay and are primarily associated with muddy and sandy substrates. Polychaetes, including worm tubes and mud tubes, shell-encrusted polychaete tubes(Polychaeta) and trumpet worm (Pectinaria gouldi)tubes, are a vital component of the estuarine food web,providing key linkages between primary producers and higher trophic levels. Polychaetes create habitat and food for many organisms, such as mollusks,fish and even sea turtles. These worms are usually filter or deposit feeders that keep the substrate aerated and free of waste accumulation. Polychaetes tend to dominate Inner and Outer Clam Bays,with lower occurrences in Upper Clam Bay,the Lower Tributary, and,to a lesser extent,the Upper Tributary. Hardbottom Communities Another important marine habitat marginally associated with the estuarine system is the hard bottom reef community found just seaward of Clam Pass. In about 10-15 feet of water a variety of sponges, stony corals, gorgonians, fish and associated invertebrates can be found within a system of rocks and ledges. Outcroppings of similar habitat type occur along the length of Collier County and are a little known resource of regional significance. A4 - 23 Hardbottom outcrop off of Clam Pass Collier County has mapped this resource through side scan sonar surveys in 2005 and 2009 as part of its beach renourishment project. The information received from the County shows that the landward edge of this habitat is located approximately 250 to 300 feet offshore from the Pass. Invasive,Non-native and Problem Species In an ecological context,an invasive species is one that is aggressive in growth and expansion of range and tends to dominate other appropriate native species. Its establishment and dominance can cause widespread harm to an ecological system by altering the species composition, susceptibility to fire and hydrology of an area. Non-indigenous species (i.e., non-native or exotic species) are those that have been introduced purposefully or accidentally to an area outside their normal range. The characteristics of some of these species (high rate of growth/reproduction, no natural predators, easily dispersed, able to out-compete native species) make them invasive. Some indigenous species (a species whose natural range included Florida at the time of European contact circa 1500 AD or a species that has naturally expanded or changed its range to include Florida)may also become invasive. Invasions by native and non-native species often follow an alteration to ecosystem function, disruption of the food web, large-scale fragmentation of an ecosystem and/or disturbance (e.g., clearing, fire, drought, etc.)of an area. While some native species may become invasive,the establishment and dominance of non-native species is of particular concern. The exotic species documented within the NRPA and those that have a potential to occur within the NRPA are discussed in the following section. Invasive and Problem Plant Species The Florida Exotic Pest Plant Council (FLEPPC) maintains a list of exotic plants that have been documented to (1)have adverse effects on Florida's biodiversity and plant communities, (2) cause habitat loss due to infestations, and(3) impact endangered species via habitat loss and alteration. To date, 9 non-indigenous plant species have been detected within the Clam Bay NRPA which are listed by FLEPPC as Category I exotics. FLEPPC defines Category I plants as A4 -24 those that alter native plant communities by displacing native species, change community structures or ecological functions, or hybridize with natives. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. These definitions do not rely on the economic severity or geographic range of the problem, but rather on the documented ecological damage caused by these plants (FLEPPC 2013). FLEPPC Category I plants observed within the Clam Bay NRPA boundary: - Brazilian Pepper(Schinus terebinth folius) - Melaleuca(Melaleuca quinquenervia) - Australian Pine (Casuarina equisetifolia) - Beach Naupaka(Scaevola taccada) - Earleaf Acacia(Acacia auriculiformis) - Shoebutton Ardisia (Ardisia elliptica) - Air Potato (Dioscorea bulbifera) - Lantana(Lantana camara) - Old World Climbing Fern (Lygodium microphyllum) FLEPPC Category II plants observed within the Clam Bay NRPA boundary: - Coconut Palm (Cocos nucifera) - Wedelia (Sphagneticola trilobata) - Oyster Plant (Tradescantia spathacea) - Mahoe (Talipariti tiliaceum) Listed Species Smalltooth Sawfish (Pristis pectinata) A juvenile smalltooth sawfish was observed by Turrell, Hall &Associates, Inc. biologists in 2008 in the connector creek between Inner and Outer Clam Bays. Smalltooth sawfish are found in the tropical and subtropical Atlantic Ocean. In the western Atlantic they have historically ranged from New York to Brazil, including the Gulf of Mexico and Caribbean Sea. Habitat destruction and overfishing have succeeded in eradicating the smalltooth sawfish from the majority of its former range. Consequently, it survives in small pockets throughout its current range. The last remaining population in U.S. waters is off south Florida, a small remnant of a population that once ranged from New York to Texas. This sawfish primarily occurs in estuarine and coastal habitats such as bays, lagoons, and rivers. It does at times occur in deeper waters, however, and may make crossings to offshore islands. It can tolerate freshwater. This fish is easily recognized by its flattened body and wing-like pectoral fins. The mouth is located ventrally, and the eyes are positioned dorsally. The"saw" is approximately 25% of the body's total length. It is widest at the base, with teeth more broad than long, and spaced apart. The tips of the teeth are sharp, becoming blunt over time. Dorsally, it is brownish or bluish gray body with a white underside. The maximum length recorded is 24.7 feet (7.6 m); however, a length of 18 feet (5.5 m) is considered average. The average lifespan for the smalltooth sawfish is unknown. A4 - 25 On April 1, 2003 the U.S. National Marine Fisheries Service placed the smalltooth sawfish on the Endangered Species List, making it the first marine fish species to receive protection under the Endangered Species Act. Florida has also designated critical habitat areas to further protect its habitat. Mangrove Rivulus (Rivulus marmoratus) This small fish has not been identified within the Clam Bay system in previous surveys or field work but the mangrove habitat is appropriate, and they could be present in the upper reaches of the mangrove forest. The mangrove rivulus is primarily a saltwater or brackish water species, with limited occurrence in freshwater. Within the Everglades and along Florida's west coast, this fish occurs in stagnant, seasonal ponds, and sloughs as well as in mosquito ditches within mangrove habitats. The mangrove rivulus is able to survive in moist detritus without water for up to 60 days during periods of drought, anaerobic, or high sulfide conditions. This fish can reach a maximum size of 2 inches (5 cm) in length, however it is more commonly observed at lengths between 0.4-1.5 inches (1.0-3.8 cm). The head and body are maroon to dark brown or tan, with small dark spots and speckling on the body, particularly the sides. The dorsal surface is always darker than the creamy ventral surface. The color of the body is reflective of the habitat, with light coloration in areas of light colored sediments and darker coloration in environments with dark leaf litter substrates. A large dark spot surrounded by a band of yellow is located at the upper base of the caudal fin in hermaphroditic individuals. Males lack this dark spot and have a red-orange cast to their flanks and fins. The mangrove rivulus was once listed as a threatened species in the Gulf of Mexico. However, recently additional surveys have revealed the existence of numerous populations. In Florida it has been downlisted to a species of special concern. In 1999, it was submitted by the National Marine Fisheries Service as a candidate for protection under the Endangered Species Act. As of yet, it has not been officially listed as endangered or threatened. The main threat to the survival of the mangrove rivulus is habitat degradation and destruction as well as exposure to pollutants. Disturbances that alter salinity and temperature as well as vegetation cover may also reduce naturally occurring populations. Loggerhead Sea Turtle (Caretta caretta) Loggerhead sea turtles have been documented nesting on beaches within the Clam Bay NRPA. Loggerheads are circumglobal, occurring throughout the temperate and tropical regions of the Atlantic, Pacific and Indian Oceans. They are the most abundant species of sea turtle found in the U.S. coastal waters. In the Atlantic,the loggerhead turtles range extends from Newfoundland to as far south as Argentina. During the summer, nesting occurs primarily in the subtropics. Although the major nesting concentrations in the U.S. are found from North Carolina through southwest Florida, minimal nesting occurs outside of this range westward to Texas and northward to Virginia. Adult loggerheads are known to make extensive migrations between foraging areas and nesting beaches. During non-nesting years, adult females from U.S. beaches are distributed in waters off the eastern U.S. and through the Gulf of Mexico, Bahamas, Greater Antilles, and Yucatan. A4 -26 Loggerheads were named for their relatively large heads,which support powerful jaws and enable them to feed on hard-shelled prey, such as whelks and conch. The top shell (carapace) is slightly heart-shaped and reddish-brown in adults and sub-adults, while the bottom shell (plastron) is generally a pale yellowish color. The neck and flippers are usually dull brown to reddish brown on top and medium to pale yellow on the sides and bottom. In the southeastern U.S., mating occurs in late March to early June and females lay eggs between late April and early September. Females lay three to five nests, and sometimes more, during a single nesting season. The eggs incubate approximately two months before hatching sometime between late June and mid-November. Loggerheads occupy three different ecosystems during their lives: beaches (terrestrial zone), water (oceanic zone), and nearshore coastal areas ("neritic" zone). Because of this,NOAA Fisheries and the U.S.Fish and Wildlife Service (USFWS)have joint jurisdiction for marine turtles, with NOAA having the lead in the marine environment and USFWS having the lead on the nesting beaches. The loggerhead turtle was first listed under the Endangered Species Act as threatened throughout its range on July 28, 1978. In September 2011,National Marine Fisheries Service (NMFS) and USFWS listed 9 Distinct Population Segments of loggerhead sea turtles under the Endangered Species Act(ESA). The population in the Northeast Atlantic Ocean Segment is listed as endangered. The agencies are currently proposing Critical Habitat designations on several areas which contain a combination of nearshore reproductive habitat, winter area, breeding areas, and migratory corridors. The Clam Bay NRPA is contained within the LOGG-N-27 segment of this proposed critical habitat area. Gopher Tortoise(Gopherus polyphemus) Gopher tortoises and their burrows are found along the coastal strand portions of the Clam Bay NRPA. The range of the tortoise includes southern portions of Alabama, South Carolina, Louisiana, Mississippi, and Georgia as well as most of Florida. Gopher tortoises are one of the few species of tortoise that dig burrows. These burrows can be up to ten feet deep and 40 feet long, and are as wide as the length of the tortoise that made it. In addition to providing the tortoise a home, it has been documented that as many as 350 other species also use the burrows including the indigo snake, Florida mouse, gopher frog, and burrowing owl. Gopher tortoises can live 40 to 60 years in the wild and average 9 to 11 inches in length. These tortoises are superb earth-movers, living in long burrows from 5 to 45 feet long and up to 10 feet deep that offer refuge from cold, heat, drought, forest fires, and predators. The burrows maintain a fairly constant temperature and humidity throughout the year and protect the gopher tortoise and other species from temperature extremes, drying out, and predators. The mating season generally runs from April through June and gestation for the eggs is between 80 and 100 days. The shell or "carapace" of the gopher tortoise is mostly brownish gray and the underside of the A4 - 27 shell, or "plastron," is yellowish tan. Their front legs are shovel-like which helps them when digging their burrows. The gopher tortoise has been regulated in Florida since 1972 and has been fully protected since 1988. Despite the afforded protection, gopher tortoise populations throughout the state have declined. As a response to the continuing decline of the species, a new management plan was drafted and approved in September 2007 as a precursor to reclassifying the gopher tortoise from a "species of special concern"to a "threatened species." The threatened status was approved and went into effect on November 8, 2007. Piping Plover(Charadrius melodus) Piping plovers have been rarely sighted foraging or resting along the shoreline within the Clam Bay NRPA boundaries. No nesting activities have been documented within the NRPA. Piping plovers are small shorebirds approximately seven inches long with about a 19 inch wingspan. They have sandy/grey colored plumage on their backs and crown and white underparts. Breeding birds develop a single black breast band, a black bar across the forehead, bright orange legs, and bill with a black tip on the bill. During the winter, the birds lose the black bands, the legs fade to pale yellow, and the bill becomes mostly black. Piping plovers breed in three geographic regions of North America: the Atlantic Coast(which is where the Clam Bay NRPA is located),the Northern Great Plains, and the Great Lakes. Nesting in the Atlantic Coast region occurs on coastal beaches, sand flats, and bars associated with barrier islands, gently sloped and sparsely vegetated dunes, and washover areas cut into or between dunes. Plovers from all three breeding populations winter along South Atlantic, Gulf Coast, and Caribbean beaches and barrier islands,primarily on intertidal beaches with sand and/or mud flats with no or very sparse vegetation. Piping plover populations were federally listed as threatened and endangered in 1986. The Northern Great Plains and Atlantic Coast populations are threatened, and the Great Lakes population is endangered. Piping plovers are considered threatened throughout their wintering range. The highest concentration of birds reported in winter censuses are found in Texas, Louisiana, and Florida. In recent decades, piping plover populations have drastically declined as breeding habitat has been replaced with shoreline development and recreation. (USFWS). West Indian Manatee (Trichechus manatus) Manatees have been sighted on numerous occasions within the Clam Bay NRPA boundaries. Manatees can be found in shallow, slow moving rivers, estuaries, saltwater bays, canals, and coastal areas particularly where seagrass beds or freshwater vegetation flourish. Manatees are a migratory species. Within the U.S., they are concentrated in Florida in the winter. In summer months, they can be found as far west as Texas and as far north as Massachusetts, but summer sightings in Alabama, Georgia and South Carolina are more common. Manatees are large, gray aquatic mammals with bodies that taper to a flat,paddle-shaped tail. They have two forelimbs, called flippers, with three to four nails on each flipper. The average adult manatee is about 10 feet long and weighs between 800 and 1,200 pounds. They eat a large A4 -28 variety of submerged, emergent, and floating plants and can consume 10-15% of their body weight in vegetation daily. Because they are mammals, they must surface to breathe air. They rest just below the surface of the water, coming up to breathe on an average of every three to five minutes. It is believed that one calf is born every two to five years, and twins are rare. The gestation period is about a year. Mothers nurse their young for one to two years, during which time a calf remains dependent on its mother. Protections for Florida manatees were first enacted in 1893. Today,they are protected by the Florida Manatee Sanctuary Act and are federally protected by both the Marine Mammal Protection Act and the ESA. Other Species Plant Species—List based on FLUCFCS Mapping Representative Plant Species found within the NRPA Boundary FLUCFCS Code 181 — Swimming Beach COMMON NAME SCIENTIFIC NAME Seagrape Coccoloba uvifera Sea Oats Uniola paniculata Railroad vine Ipomoea pes-caprae FLUCFCS Code 322—Coastal Scrub COMMON NAME SCIENTIFIC NAME Seagrape Coccoloba uvifera Cabbage Palm Sabal Palmetto Buttonwood Conocarpus erectus Spanish Bayonet Yucca aloifolia Saltbush Baccharis halimifolia Beach Naupaka Scaevola taccada Australian Pine Casuarina equisetifolia FLUCFCS Code 428—Cabbage Palm Hammock COMMON NAME SCIENTIFIC NAME Cabbage Palm Sabal palmetto Seagrape Coccoloba uvifera Strangler Fig Ficus aurea Saffron Plum Sideroxylon celastrinum Coinvine Dalbergia ecastaphyllum Brazilian Pepper Schinus terebinthifolia Beach Naupaka Scaevola taccada FLUCFCS Code 612—Mangrove Swamps (Forest) COMMON NAME SCIENTIFIC NAME Red Mangrove Rhizophora mangle White Mangrove Laguncularia racemosa A4 - 29 Black Mangrove Avicennia germinans Buttonwood Conocarpus erectus Leather Fern Acrostichum danaeifolium Saltwort Batis maritima Glasswort Salicornia bigloveii FLUCFCS Code 642—Salt Marsh COMMON NAME SCIENTIFIC NAME Lance-leaf Arrowhead Sagittaria lancifolia Needlerush Juncus roemerianus Bulrush Scirpus californicus Carolina Willow Salix caroliniana Peruvian Primrosewillow Ludwigia peruviana Animal Species The following list of species has been observed within the Clam Bay NRPA and the adjacent Pelican Bay development areas. These lists are not all inclusive but represent a wide array of the species found within and adjacent to the Clam Bay NRPA habitats. Aquatic Invertebrates From Conservancy Report Aquatic Invertebrate species found within the NRPA boundary COMMON NAME SCIENTIFIC NAME American Oyster Crassostrea virginica Brittlestar Ophiophragmus filogr news Florida Crown Conch Melongena corona Grass Cerith Bittiolum varium Heart Urchin Moira atropos Pointed Venus Clam Anomalocardia auberi ana Shell-encrusted tubes Polychaeta Stout Razor Clam Tagelus plebeius Trumpet worm tubes Pectinaria gouldi Worm mud tubes Quahog Mercenaria mercenari a Atlantic Bay Scallop Argopecien irradians Atlantic Oyster Drill Urasalpinx cinera Whelk Melongenidae spp. West Indian Worm Snail Vermicularia fargoi Lace Murex Chicoreua florifer dilectus n Horse Conch Pleuroploca giganteaul sera Mangrove Periwinkle Littoraria scabra ang A4 - 30 West Indian Worm Snail Vermicularia spirata Florida Fighting Conch Strombus alatus Penaeod Shrimp Penaeidea spp. Tunicates Ascidiacia spp. Blue Crab Callinectes sapidus Fiddler Crab Uca spp. Ocypodidae (Ucides)spp., Grapsidae Mangrove Mud Crab spp., and Gecarcinidae spp. White Fingered Mud Crab Rhithropanopeus harrisii Depressed Mud Crab Eurypanopeus depressus Common Mud Crab Panopeus herbstii Fish Fish species found within the NRPA boundary COMMON NAME SCIENTIFIC NAME American Eel Anguilla rostrata Atlantic needlefish Strongylura marina Barracuda Sphyraena barracuda Bay anchovy Anchoa mitchilli Blacktip Shark Carcharhinus limbatus Cowfish Acanthostracion quadricornis Flounder Paratichthys albigutta Gray or Mangrove snapper Lutjanus griseus Great barracuda Sphyraena barracuda Gulf killifish Fundulus grandis Hammerhead Shark Sphyrna mokarran Inshore lizardfish Synodus foetens Killifish spp. Fundulus spp. Leatherjacket Oligoplites saurus Longnose killifish Fundulus simitis Mullet Mugil cephalus Mutton snapper Lutjanus anatis Needlefish Strongylura marina Permit Trachinotus falcatus Pigfish Orthopristus chrysoptera A4 - 31 Pinfish Lagodon rhomboides Pipefish Syngnathus spp. Puffer Sphoeroides parvus Sailfin molly Poecilia latipinna Sand perch Diplectrum bivittatum Scaled sardine Harengula pensacolae Sea robin Prionotus scitulus Sheepshead Archosargus probatocephalus Sheepshead minnow Cyprinodon variegates Silver jenny Eucinostomus gula Smalltooth Sawfish* Pristis pectinata Snook Centropomus undecimalis Spot Leiostomus xanthurus Spotfin mojara Eucinostomus argenteus Spotted seatrout Cynoscion nebulosus Tidewater silverside Menidia peninsulae Triggerfish(Grey) Balistes capriscus White grunt Haemulon plumierii Whiting Menticirrhus littoratis Reptiles and Amphibians Reptile and Amphibian species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME SNAKES Banded water snake Nerodia faciata faciata Black racer Coluber constrictor Common garter snake Thamnophis sirtalis Eastern coachwhip Masticophis flagellum Mangrove salt marsh water snake Nerodia clarkii Mud snake Farancia abacura Red rat snake* Elaphe guttata guttata Ring-necked snake Diadophis punctatus Yellow rat snake Elaphe obsoleta A4 - 32 LIZARDS AND CROCODILIANS American alligator* Alligator mississippiensis Brown anole Anolis sagrei Brown basilisk lizard Basiliscus vittatus Cuban knight anole Anolis equestris Eastern glass lizard Ophisaurus ventralis Green anole Anolis carolinensis Southeastern five-lined skink Eumeces inexpectatus FROGS AND TOADS Cuban treefrog Osteopilus septentrionalis Eastern narrow-mouthed toad Gastrophryne carolinensis Eastern spadefoot toad Scaphiopus holbrookii Giant marine toad Rhinella marina (fka Bufo marinus) Green treefrog Hyla cinerea Oak toad Anaxyrus quercicus Southern leopard frog Lithobates sphenocephalus Southern toad Bufo terrestris Squirrel treefrog Hyla squirella TURTLES AND TORTOISES Chicken turtle Deirochelys reticularia Florida box turtle Terrapene carolina bauri Florida redbelly cooter Pseudemys nelsoni Florida snapping turtle Chelydra serpentina osceola Florida softshell turtle Apalone ferox Gopher tortoise* Gopherus polyphemus Green sea turtle* Chelonia mydas Loggerhead sea turtle* Caretta caretta Peninsula cooter Pseudemys peninsularis Pond (yellowbelly) slider Trachemys scripta scripta Striped mud turtle* Kinosternon baurii A4 - 33 Birds Bird species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME American avocet Recurvirostra americana American coot Fulica americana American kestrel Falco sparverius American oystercatcher* Haematopus palliatus American Robin Turdus migratorius Anhinga Anhinga anhinga Bald eagle Haliaeetus leucocephalus Barred owl Strix varia Belted kingfisher Megaceryle alcyon Black skimmer* Rynchops niger Black vulture Coragyps atratus Black-and-white warbler Mniotilta varia Black-bellied plover Pluvialis squatarola Black-crowned night heron Nycticorax nycticorax Black-necked stilt Himantopus mexicanus Blue jay Cyanocitta cristata Blue-gray gnatcatcher Polioptila caerulea Boat-tailed grackle Quiscalus major Brown pelican* Pelecanus occidentalis Brown thrasher Toxostoma rufum Budgerigar Melopsittacus undulatus Caspian tern Hydroprogne caspia Cattle egret Bubulcus ibis Chuck-will's-widow Caprimulgus carolinensis Common grackle Quiscalus quiscula Common ground-dove Columbina passerina Common moorhen Gallinula chloropus Common nighthawk Chordeiles minor Common snipe Gallinago gallinago Common tern Sterna hirundo Common yellowthroat Geothlypis trichas A4 - 34 Double-crested cormorant Phalacrocorax auritus Downy woodpecker Picoides pubescens Dunlin Calidris alpina Eastern screech owl Megascops asio Eurasian collared dove Streptopelia decaocto European starling Sturnus vulgaris Fish crow Corvus ossifragus Forster's tern Sterna forsteri Glossy ibis Plegadis falcinellus Gray catbird Dumetella carolinensis Great blue heron Ardea herodias Great crested flycatcher Myiarchus crinitus Great egret Ardea alba Great horned owl Bubo virginianus Greater yellowlegs Tringa melanoleuca Green heron Butorides virescens Green-winged teal Anas crecca Herring gull Larus argentatus Hooded merganser Lophodytes cucullatus House sparrow Passer domesticus Killdeer Charadrius vociferus Laughing gull Leucophaeus atricilla Least sandpiper Calidris minutilla Limpkin* Aramus guarauna Little blue heron* Egretta caerulea Loggerhead shrike Lanius ludovicianus Long-billed dowitcher Limnodromus scolopaceus Magnificent frigate bird Fregata magnificens Mangrove cuckoo Coccyzus minor Merlin Falco columbarius Mocking bird Mimics polyglottos Mottled duck Anas fulvigula Mourning dove Zenaida macroura Muscovy duck Cairina moschata Northern bobwhite Colinus virginianus Northern cardinal Cardinalis cardinalis A4 - 35 Northern gannet Mortis bassanus Northern parula Parula americana Northern waterthrush Seiurus noveboracensis Osprey* Pandion haliaetus Painted bunting Passerina ciris Palm warbler Dendroica palmarum Peregrine falcon Falco peregrinus Pied-billed grebe Podilyinbus podiceps Pileated woodpecker Dryocopus pileatus Piping plover* Charadrius melodus Prairie warbler Dendroica discolor Purple gallinule Porphyrula martinica Red knot Calidris canutus Red-bellied woodpecker Melanerpes carolinus Red-breasted merganser Mergus serrator Reddish egret* Egretta rufescens Red-shouldered hawk Buteo lineatus Red-tailed hawk Buteo jamaicensis Red-winged blackbird Agelaius phoeniceus Ring-billed gull Larus delawarensis Roseate spoonbill* Platalea ajaja Royal tern Sterna maxima Ruby-throated hummingbird Archilochus colubris Ruddy turnstone Arenaria interpres Sanderling Calidris alba Sandwich tern Sterna sandvicensis Semipalmated plover Charadrius semipalmatus Short-billed dowitcher Limnodromus griseus Snowy egret* Egretta thula Spotted sandpiper Actitis macularia Swallow-tailed kite Elanoides forficatus Tri-colored heron* Egretta tricolor Turkey Meleagris gallapavo Turkey vulture Cathartes aura Western sandpiper Calidris mauri White ibis* Eudocimus albus A4 - 36 White pelican Pelecanus erythrorhynchos Willet Catoptrophorus semipalmatus Wood stork* Mycteria americana Yellow-bellied sapsucker Sphyrapicus varius Yellow-crowned night heron Nyctanassa violacea Yellow-rumped warbler Dendroica coronata Yellow-throated warbler Dendroica dominica Mammals Mammal species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME Big brown bat Eptesicus,fuscus Bobcat Lynx rufus Bottle-nosed dolphin Turciops truncatus Brazilian free-tailed bat Tadarida brasiliensis Coyote Canis latrans Eastern gray squirrel Sciurus carolinensis Eastern mole Scalopus aquaticus Feral domestic cat Felis cants Florida Black bear Ursus americanus floridanus Florida Panther Puma concolor coryi Gray fox Urocyon cinereoargenteus House mouse Mus musculus Marsh rabbit Sylvilagus palustris Nine-banded armadillo Dasypus novemcinctus Raccoon Procyon lotor River otter Lutra canadensis Roof rat Rattus rattus Virginia opossum Didelphis Virginia West Indian manatee Trichechus manatus * Indicates Endangerd Species, Threatened Species, or Species of Special Concern A4 - 37 CLAM BAY NRPA MANAGEMENT PLAN Pelican Bay Services Division July 2014 Ver. 6.3 APPENDIX 5 - CLAM PASS MAINTENANCE DREDGING DESIGN CRITERIA A5 Appendix 5 - Clam Pass Maintenance Dredging Design Critera Bay Tide Range The existing hydraulic monitoring program provides water level measurements at several stations within the bay system. The hydraulic monitoring data provides a record of the tidal range in the bay which is an indicator to the tidal prism or volume of water flowing through the inlet at each tidal cycle. In this analysis a review of ratios of the bay tidal range to that of the Gulf tide is used as the monitoring indictor to the flow through the inlet. Figure A5-1 shows a definition sketch illustrating the tidal ranges for the Gulf and bay. The bay tidal range is typically smaller than that of the Gulf tide due to flow resistance through the inlet channel and shoal features. The figure also shows the locations of two of the bay tidal gages that are used in this analysis to represent the bay tide range. Figure A5-2 shows a plot of the annual ratios of bay to Gulf tide from 1998 to date. However, data collected in 2006 and 2007 were insufficient to provide an annual representation of the tidal range ratio. The figure indicates that when the inlet was hydraulically stable the ratio between the bay and Gulf tide was between 0.6 and 0.7 over 90% of the time. The data also show that this ratio was below 0.5 prior to 1999 dredging when the inlet was unstable and in 2012 prior to the inlet closure. Dredging occurred in 2002 and 2007 while the tide range ratio was within the stable range. These dredging events were carried out based on physical monitoring data. In both dredge events, approximately one-third of the 1999 dredge quantity had accumulated within the dredge template at the time of dredging. In both dredge events the dredged material was placed south of the inlet. Physical Monitoring Data Analysis In addition to the hydraulic monitoring program, analysis of the physical monitoring data is used to characterize the flow areas and shoaling within the channel and flood shoal areas. The physical monitoring data includes bathymetric surveys of the inlet channel, flood shoal and ebb shoal features. The data analysis includes evaluation of the flow cross-section areas in three main sections of the dredging template, Sections A, B and C. Figure A5-3 shows the dredge template and the three monitoring segments. Section A represents the inlet channel, Section B represents the seaward part of the flood shoal and Section C represents the bay side part of the flood shoal. The analysis included evaluation of the cross section of flow below mean high water and volume of sand within each segment. The cross section of flow was computed at each survey station spaced approximately 50 feet apart. The average and minimum cross section areas were used as indicators of the physical condition of the flow area through each of the three segments. The cross section areas were compared to the design cross section area of 2013 dredging and the inlet conditions in 2004 and 2008. The 2008 and 2004 inlet conditions were used as a background benchmark for inlet conditions near equilibrium as the 2004 and 2008 survey were completed 2 years and 16 months following the 2002 and 2007 dredging event respectively. These conditions represent the inlet at stable conditions after the post dredging adjustment phase. a 3 ...1.1„7-77--- ‘4'' ''''''''''' , .9_ _.--ii-v00,-•c'-..:.,A4:•,, `Ae elegy 4aa ...g w , - — }� fi+ 1 -;.:4', ` iH?j�,, .' f ; ..,• ; { • , ,,l, 1,:c;;,,-* ,�0� t': ,P' 1 .7_ ick Y=tr _ � <', ' 1 'F 14, -,9"44,-,i 4'.# 'f i *3'";���{�,'" "°'d.;;„"5. lis Ta \-' „✓'t pall6 y t y f� # li 4� fyJjC* a r!!• ua .� �� • � r. `�. k '' '' 1 f'?'} {� -. }. s� to co �st,„y. E°-: ;' , it r' a) �' ,� i(r rte'' tO �, . cc m �'. • . • {, Vi 7 � , .. 1MMMM i i 0) j 0"1 i mii EP \ . 0 3 E I 1al Li ct i / . as E 4-1 C 0 U N E Zp [1 C44.....) N Ea ii C III I I t."‘ .............. . CD aiTES n3 U N cin(73 �j O N bA C OG1 N N k-1 '� O Ni • O c� O(-.1 I._ co 0 00 m O = to U O N bA U 4 O -a O 0 N i a -0 lU 0 _ O O O (1) N i fB O ( O >, CD (13 � Ni 03 cc • a1 L_ 0 tot corB 0 N m _ O dA TOO iNiN I N • ('C O 1- •by O "a > N IN i Ca 'a DC co _ O U O N UA - , d1 L Obi •a Q Co vi i i _ al 1 7 0) dA T-1 LL .,. . , Lo , , , Qn Ql 00 k..._i O ul o d' 00O O O O O O O O O O O { c r c api1 {f par„,, W19 ®1 ®EEeJ a2ueb aplia2eaand lenuuv - ` 1 • e y Pt' - _ • - ''' '. . .i'',74,t04' '- ; '''''' ''' '' ' ' .''''';:?::*:-: • e#�/r` A in cli ao .# ' f4 CU Ln an , • •' -9 il'14`; , , f f-t4",' . . , , ' -:''' . T;-**"';' , ' - . ' ''.•7':,'.14 4,, .,,,t,' ' rsa* wT Ln *-14. V ti444.1 4,41:, 11.1,4,4'i; -4,4");rA' ::::,,I 4'-7: —:.ft' :;',......4-,•:,..r 4."%!..'4441t-'..4 . r9-4,4v; 3 ; ` °44 . +{` N co no U r1 a z bA i. Section A Inlet Channel The indicators used in this analysis were average cross section area, minimum cross section area and total volume of sand within Section A. Figure A5-4 shows the change of average flow cross- section area below mean high water for Section A. The figure covers the time period from January 2013 (pre-dredging conditions) to April 2014 (12 months post-dredging). The figure shows the change in cross-section area from pre-dredging conditions when the inlet was closed and its evolution immediately following dredging to 4 months, 7 months, and 12 months post dredging. The figure also shows the benchmark reference areas for the 2004 and 2008 average cross sections and the 2013 design cross section area. The data indicate that following the inlet opening in 2013 the average cross section shoaled below the design area while the inlet morphologic features were forming. After the initial adjustments the cross section area increased to above the design area and 2008 conditions,but remained below the 2004 conditions. Figure A5-5 shows the change of the minimum flow cross section area below mean high water for Section A. The figure also shows the change in minimum cross section area from pre- dredging to 12 months post dredging with comparison to the 2004 and 2008 minimum cross sections and the 2013 design cross section area. The data indicate that following the inlet opening the minimum cross section shoaled then steadily increased. The minimum cross section area remained smaller than the design cross section area, but approaches the design cross section area after 12 months. Figure A5-6 shows the change in total volume of sand accumulated in the dredge template since inlet opening. The figure shows that the Section A dredge template has accumulated sand within the dredge cut. It should be noted that the channel migrates and meanders within in the vicinity of the dredge cut. Thus, this indicator should not be used as a measure of critical conditions of the channel. Figure A5-7 shows a table of the design criteria parameters for Section A with comparisons to post dredging measurements.Recommended target values for each parameter are shown in red. Section B Flood Shoal The cross section area of flow through the flood shoal in Section B is an important indicator of the flow exchange between the bay and inlet and the flow efficiency to maintain the tidal range within the bay. Figure A5-8 shows the change of average flow cross section area below mean high water for Section B since inlet reopening. The figure covers the time period from January 2013 (pre- dredging conditions when the inlet was closed) to 12 months post dredging in April 2014. The figure shows how the average cross section evolved immediately following dredging to 4 months, 7 months and 12 months post dredging. The figure also shows the benchmark reference cross section areas for the 2004 and 2008 conditions and the average design template dredged in 2013. The data indicate that following the inlet opening the average cross section shoaled below the design area while the inlet morphologic features were forming. This process has continued throughout the 12 months post dredging. The cross section area remained larger than 2004 and 2008 conditions during the first 6 months post dredging then shoaled significantly in the following 6 months. The 12 months post dredging data indicate that the average cross section area within Section B became smaller than both historical benchmark conditions of 2004 and 2008. 0 N a-I C N O C IP 0 cl- U ',N W U aJ N0-1 v) O O O - N • U i N ) U v ai tin c ao til) m 03 b.0 (13 ra CU V) aJ v Q o < a m m co zr o r1 O o N 0 0 0 o N N N N c-I I 1 I m 0 CN ON N U CU m Q VI 0 0 O Gio So I Qm r3 O N cuCDQ O r o c0 o LL Om O o C N Q O if") .47-, +' N U 4-1 OQJ N VI i M1 - NN LO CU to Ln ,_ co V CD Q m i 0 m Q II N li cn CA IL N r1 O N 1 i O 0 00O O O N 0 0 0 O ri LD Q Cr m N r-i (u bs)MHW Molag eaav uoi}Das SSOJD >,, O N \ 0 N Uc \ O d- U N 0 u-, � I I � o U s= EN EgnEE m C cn C C Ir1 cm-i O O ON O 0 0 0 N N N N c-1 Ii O N O N N 1 V Q m O o O \ U \ N 3. •E11 11 Q 11 m o a 8N a-. O ® O LL O O O OO O U Li) V N a O m v O E SLn E V2 m N \ ... .a..<,. ..o..�...�. .. n In ,-ii I m Q N m s- .P oN t1.13 ii W N N O N \ O O \ O O O O O p O�O L!1 cN-i .r. O M mm N N c--i r-1 (1}bs)MH W mope eaiv uoipas ssoip 7r O N a--I N m CO .-1 O O O O O N N N d- 4 Ali \ N m dr 0 N c--1 a--1 sH m r1 O Q N \ N C N • NH a O • aU o m 0 C v C N m N I ........... I o CU m Q- o v E Y c I I_ E • \ CU cc CD L GJ m ci Wo m CO ^' N y_ S.. '-'r l\D v (13 m •1 .— o p ^' N W Q }may \ 3}.•.• LJ L.n n 0 ® `• m ® o . N r a `n Q It CU 0 E ii. € kr)kN r\-I n 0 N O N \ O O \ esjO O O O 00 p O O c-I O p (-0 � O d- Om ON c-i (AD)aieldwal a2paaa Li!Tuawipas . cittt o n te13 o a,, >„ • ,, 0.0 r f '`, 4-1 ., a, O O O o C E® 0 C o O O M F- (Y7 r O V O N N N o t 0 a C o O 0 c _ . 0 CD U :Sr V)c6 Vf 40. N 0 0 0 0 LAN O O u '— N NI O O N mm U �- c m 3 a c c o t13 O cu cuN U o __ N N co O V O 0 � O C - > 0 O t N N c p V < Ln � m h m m m ian - a) a, c 0 O -D C V b.13N N •� CCU ai v) (I) O C) CU I= D U O o CI , 4.-1 .q- OQ m +, Q. Q aA U 0 O 0 C C N C c- N GI- m bA d- 0 N a-I N C \ O c O U Q1 U ,--I I ' N U, O N - O U N cu 6 c., cu m 00 C cw tin a3 Lan 03 (13 < 0< < 0 N cm-1 <M-1 CO 0 - 0 0 0 0 N N N N `i rn C O N 0 N N N U c-1 MCO i O C rsi Q I mco °' 0 +, L CI Q LL • o ii "- ti • an co V a, m Q o LA rtL M CU II o S N tr I \ N I I \ N 0 N _. I I - \ T I Is, 0 0 0 000 NI 0 0 0 0NI 0n cr m N n kl) in (4 bs)mi-pmalas eaiv UORaas ssO,I3 Figure A5-9 shows the change of the minimum flow cross section area below mean high water for Section B since inlet opening. The data indicate that following inlet opening the minimum cross section shoaled to a level similar to the 2008 conditions. After the initial post dredging adjustment the minimum cross section area of flow, the 4 month and 7 month post dredging conditions became larger than the conditions of 2004 and 2008. However, at 12 months post dredging the minimum cross section dropped below the 2004 and 2008 conditions. Figure A5-10 shows the change in total volume of sand accumulated in the dredge template following inlet opening. The figure shows that over 5,500 cubic yards of sand were dredged from Section B. Over the 12 months since dredging nearly 5,000 cubic yards have accumulated in Section B. The amount of material accumulated in Section B after 12 months was much greater than the 2004 and 2008 conditions. Figure A5-11 shows a table of the design criteria parameters for Section B with comparisons to post dredging measurements. Recommended target values for each parameter are shown in red. Section C Outer Flood Shoal Section C represents the outer(bay side) flood shoal area of Clam Bay which is also a junction in the Clam Bay system where flow from the north and south tributaries connects to the inlet. Restriction of this area below design levels may reduce the tidal ranges in the bay system and therefore reduce tidal flow through the inlet. Only part of Section C was dredged in the 2013 maintenance dredging. This analysis is presented in part based upon the dredged portion of Section C and in part based upon the entirety of Section C. Figure A5-12 shows the change of average flow cross section area below mean high water for the dredged portion of Section C in 2013. The figure covers the time period from January 2013 to 12 months post dredging. This illustrates pre-dredging conditions when the inlet was closed, how the average cross section evolved immediately following dredging, 4 months, 7 months, and 12 months post dredging. The figure also shows the 2008 average cross section area and the design template area dredged in 2013. The data indicate that since Section C was partially dredged the average cross section remained below the 2008 conditions. The data also shows that the average cross section area in the dredged portion of Section C was similar to the 2008 conditions at 7 months post dredging and approached pre-dredging conditions at 12 months post dredging. Figure A5-13 shows the change of the minimum flow cross section area below mean high water for all of Section C following inlet opening. The data indicate that since Section C was partially dredged the average cross section generally remained below the 2004 and 2008 conditions. Figure A5-14 shows the change in total volume of sand accumulated in the dredged portion of Section C since inlet opening. The figure shows that over 2,000 cubic yards of sand were dredged from Section C. Over the 12 month period since dredging, approximately 1,500 cubic yards have accumulated in Section C. The accumulated material in the dredged portion of Section C is greater than the conditions of 2004 and 2008. Figure A5-15 shows the change in total volume of sand in all of Section C including the part that was not dredged in 2013. This figure illustrates the relative amount of dredging to the total volume within the template. The figure also shows the volumes within the template for 2004 and 2008 conditions. Figure A5-16 shows a table of the design criteria parameters for Section C with comparisons to post dredging measurements. Recommended target values for each parameter are shown in red. 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Q) L [g o OA - c--4 6L cl N TH N c-1 O N 1 I ._---1 I I I - 1 0 0 0 N O O 0 0 0 0 N 0 0 0 00 0 O ON 0 OLn m N (AD)aleldwal a paia in uawlpas Inlet Channel Length The channel length is an important factor in the inlet stability parameters. A longer inlet channel will provide greater resistance to flow. Higher flow resistance will reduce the tidal range and increase the phase lag with the gulf tide which reduces the tidal prism and flow through the inlet. Figure A5-17 shows a selection of aerials showing Clam Pass from 2004 to 2013. The figure shows the range of channel orientation and change in channel length and beach width on both sides of the inlet during that period. Figure A5-18 shows a plot of the approximate channel length measured at the center line of the channel through Section A from open coast to the beginning of Section B. The plot shows the dredged channel length of approximately 250 feet. Pre-dredging conditions show a channel length of over 500 ft. The data shows the channel in Section A meandered to over 600 feet in length before the inlet closed in 2012. Figure A5-19 shows a table of the design criteria parameters for channel length with comparisons to post dredging measurements and mapping of the channel evolution since reopening in April 2013. The recommended target value for channel length is shown in red. A similar situation also occurs in Sections B and C. After dredging, these Sections behave as bay areas where sand may accumulate. As sand accumulates these areas become channelized. This channelization increases the overall channel length and adds to the flow resistance and attenuation of the bay range. When the flood shoal areas fill to capacity, the connection between the gulf and bay become a very long meandering channel that dissipates the tidal range and diminish the flow rate beyond critical conditions needed to keep the inlet open. Such conditions existed in the late nineties and in 2012 prior to inlet closure. Maintenance dredging of Sections B and C as conducted in 1999, 2002, 2007 and partially in 2013 is necessary to keep the inlet stable. Ebb shoal The size and shape of the ebb shoal is a key factor to the stability of the inlet that supports the stability of the system. The ebb shoal helps to keep the inlet open when facing storms and big wave events. The ebb shoal delta provides sheltering to the channel and sand bypass pathway around the inlet without filling it closed. The shape and volume of the ebb shoal are additional indicators of the stability of the inlet. Ebb shoal critical conditions include onshore collapse of the ebb shoal that can be indicated by significant change in ebb shoal offshore distance, volume, and increase in dry beach areas adjacent to the inlet. Figure A5-20 shows a table for the ebb shoal design criteria parameters and monitoring measurements since inlet opening in April 2013. Recommended target values for the ebb shoal are presented in red. max. • 73 4 w . • Ai ' 0 . S 0 l t w O 0.0 ! 1. E a. 0 O O O O O O 3 O O O O02 N o crM M0 �V LU . 1- OO O� Ln On m eL I eV O V1 4_, N N o O 0 -aW, 2 c (0 t0 (21 i mu co 00 OL, ( O O N 14 0 CD 1-nO� O U 071 M Mm A- m ' t" m m M c ea /` U a 0 O O N 4 cn O 'L O • L t i ,�, U > c- a a p to G 0 74; U ItoaiiuOQ 0 40 0 0 N 0 MO 4) - O n M ° I.. A ct ct d- .- 13 - a = a 0 GJ L 03 kr; 0 .0 ri I L ' Q� Q U z' c 4J an .- 3 0 cn C }, N ii O u 0 • +-= O U O 0 Q rjTA av U Q QMu) 1 E0 00 ( O to L O E c N CN c\I N r.---- U Q M LC) m oQo ; v.., a r, N f i+ 1- } 03 N z r paSpaaa f• ; N N t t. mss, .A, j /^ 0 0 N O NI papa c 0 n o ' 1 v O N Q N Qo_ E ra U N r-I Ll1 LIA ir- oo• o a2, p0 '''i'r` r.`' i O 0 N N N II4114%.4%N. - .......... 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L 1%-.-,,,..„ 4 - YJf4 `f O ` 1 i/lI (F 1 1 CLAM BAY MANAGEMENT PLAN DRAFT Dated August 8, 2014 Version 6.3 PREPARED BY: TURRELL HALL& ASSOCIATES,INC 3584 EXCHANGE AVENUE NAPLES, FL 34104 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 63 TABLE OF CONTENTS CLAM BAY NRPA MANAGEMENT PLAN EXECUTIVE SUMMARY List of Figures• iii Acronym Key iv 1.0 Introduction I PURPOSE OF THE CLAM BAY NATURAL RESOURCE PROTECTION AREA MANAGEMENT PLAN 1 DEVELOPMENT OF THE CLAM BAY NRPA MANAGEMENT PLAN 1 ROLE OF THE PELICAN BAY SERVICES DIVISION 3 2.0 Overview of the Clam Bay NRPA 5 DESCRIPTION OF THE SYSTEM 5 ADJACENT COMMUNITIES 7 HISTORICAL OVERVIEW 8 MANGROVE DIE-OFF AND RESTORATION 10 3.0 Physical and Natural Resource Description and Assessment 12 SOILS 12 NATURAL COMMUNITIES 12 INVASIVE,NON-NATIVE AND PROBLEM SPECIES 22 LISTED SPECIES 23 OTHER SPECIES 24 HYDROLOGY 25 FRESHWATER COMPONENT 27 INLET DYNAMICS 28 WATER QUALITY 30 ARCHAEOLOGICAL RESOURCES 33 RECREATIONAL USE 33 4.0 Management Plan Goal and Supporting Objectives .35 OBJECTIVE 1-MAINTAIN AND PROTECT THE NATIVE FLORAL AND FAUNAL COMMUNITIES WITHIN THE CLAM BAY NRPA 36 OBJECTIVE 2—ENSURE THE ESTUARY HAS ADEQUATE TIDAL AND FRESHWATER FLOWS TO MAINTAIN ECOLOGICAL HEALTH WITHIN THE CLAM BAY NRPA 37 OBJECTIVE 3—MONITOR AND MAINTAIN WATER QUALITY WITHIN THE CLAM BAY NRPA 37 OBJECTIVE 4—MONITOR ARCHAEOLOGICAL SITES WITHIN THE CLAM BAY NRPA 38 OBJECTIVE 5—ENSURE RECREATIONAL ACTIVITIES ARE ENVIRONMENTALLY COMPATIBLE WITHIN THE CLAM BAY NRPA 38 5.0 Clam Pass Dredging 39 A. DREDGING POLICY 39 B. DREDGING CRITERIA 39 1. BAY TIDE RANGE 39 2. CROSS SECTION OF FLOW AREA AND VOLUME OF SHOALED MATERIAL 40 3. INLET CHANNEL LENGTH 41 4. EBB SHOAL 41 C. DREDGING CONSTRUCTION 42 1. TYPICAL CROSS-SECTIONS FOR DREDGING 42 6.0 Authorized Construction Activities 46 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 LIST OF PERMITS FOR WORK UNDERTAKEN TO DATE AND RELEVANT LEGAL FRAMEWORK 46 7.0 Clam Bay NRPA Management Plan Amendments 47 Clam Bay NRPA Management Plan Stakeholder Groups and Review Agencies 48 Clam Bay NRPA Management Plan Bibliography 50 Appendix 1—Timeline of Important Events within the Clam Bay NRPA and a List of Permits for Work Undertaken in and Around the Clam Bay NRPA 1 Appendix 2—A Recent History of Mangrove Management in Clam Bay 2 Appendix 3—A Recent History of Seagrass Presence in Clam Bay 3 Appendix 4—Physical and Natural Resources 4 Appendix 5-Clam Pass Maintenance Dredging Design Criteria 5 Appendix 6-Exhibits 6 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 CLAM BAY NRPA MANAGEMENT PLAN EXECUTIVE SUMMARY The Clam Bay Natural Resource Protection Area (NRPA) is a 570-acre estuarine system consisting of sandy beaches, Clam Pass, shallow bays, tidal creeks or tributaries, seagrass beds, and mangrove forests on the west coast of Collier County in Southwest Florida. The NRPA includes three primary bays, Outer Clam Bay (southernmost), Inner Clam Bay (central), and Upper Clam Bay (northernmost), connected by a series of tidal creeks and connected to the Gulf of Mexico by Clam Pass. The preparation and implementation of the Clam Bay NRPA Management Plan has been undertaken by the Pelican Bay Services Division at the direction of the Collier County Board of County Commissioners. The Management Plan will provide guidance for future management activities within the NRPA, building on the successes of the 1998 Restoration and Management Plan, by outlining the goal and objectives designed to protect, maintain, and monitor the natural resources within the NRPA and foster responsible stewardship going forward. The Management Plan provides an overview of the natural resources and processes within the NRPA along with a summary of the surrounding development and a brief historical perspective of past events and activities which have affected it. Coordination with community members and stakeholders has been balanced with anticipated administrative and financial resources to develop the following goal and supporting objectives for this Management Plan. Goal: To establish the basis for management activities that will be undertaken to protect the health of the Clam Bay NRPA estuary. Objectives to support this goal include: 1. Maintain and protect the native floral and faunal communities within the Clam Bay NRPA 2. Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA 3. Monitor and maintain water quality within the Clam Bay NRPA 4. Monitor archaeological sites within the Clam Bay NRPA 5. Ensure recreational activities are environmentally compatible within the Clam Bay NRPA In support of these objectives, periodic monitoring of the terrestrial and benthic habitats will be conducted. Encroachments into the NRPA by exotic and nuisance vegetation will be documented and scheduled for removal or control. Observations and documentation of the wildlife utilization within the NRPA will be documented periodically. Monitoring of water quality and freshwater inputs into the NRPA will be continued. Archaeological resources within the NRPA will be periodically monitored, and any degradation will be reported to the State Historic Preservation Offices. Educational opportunities will be explored and acted upon to promote environmentally compatible recreational uses within the NRPA. Irresponsible or environmentally damaging activities will be documented and, where appropriate, reported to the proper authorities. Regular monitoring of Clam Pass will be conducted to track the stability of the inlet. The Management Plan outlines the following parameters that will be investigated and used by the consulting engineers CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 and the PBSD Board to make a recommendation of when and where dredging might be undertaken to maintain the tidal exchange necessary for the long-term health of the estuary. Description Bay Tide Range Ratio Ratio comparison of the interior and Gulf tidal ranges Cross Sectional Area Area in different locations of the Pass through which water can flow Volume of Shoaled Material Quantity of sand and sediments within channel that can restrict flow Inlet Channel Length Distance water must flow through the beach and ebb shoal areas Ebb Shoal Distance from shore to the outer ebb shoal limits The Management Plan also includes typical dredging designs for the three main sections of Clam Pass and shows the cross sectional areas that could be dredged. All monitoring, investigative, and management activities from the preceding year will be compiled into an annual report and summarized in an annual presentation to the PBSD Board. Comparisons to historic data will be done where appropriate to track trends and make determinations as to whether additional interventions are needed to maintain the estuary's health. Biological monitoring, water quality monitoring, Pass bathymetry and status investigations, and any other activities conducted or data collected during the preceding year will be documented in the annual report. The Management Plan will also be used to support permit applications that may be required for management activities in support of the Goal and Objectives. It provides the information needed for assurances to the permit review agencies regarding what resources are present (or may be present) in the system, why management actions are being undertaken, and how minimization of impacts to the natural resources in the system will be achieved. The document also allows for changes to the plan should new information or management techniques come to light that would benefit the Clam Bay NRPA. ii CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 List of Figures: - Figure 1 —Approximate extent of Clam Bay NRPA Boundary—Page 6 - Figure 2—Historic Aerials of the location of Clam Pass—Pages 9- 10 - Figure 3—Soils map of the Clam Bay NRPA—Page 12 - Figure 4—Beach habitat within the NRPA Boundary—Page 13 - Figure 5—Coastal Scrub habitat within the NRPA Boundary—Page 14 - Figure 6—Cabbage Palm Hammock habitat within the NRPA Boundary—Page 15 - Figure 7—Open Water habitat within the NRPA Boundary—Page 15 - Figure 8—Mangrove habitat within the NRPA Boundary—Page 16 - Figure 9—Salt Marsh habitat within the NRPA Boundary—Page 18 - Figure 10—Tidal Flat habitat within the NRPA Boundary—Page 18 - Figure 11—Seagrass habitat within the NRPA Boundary—Page 19 - Figure 12—Oyster locations within the NRPA Boundary—Page 20 - Figure 13—Exhibit from Conservancy of Southwest Florida Report—Page 21 - Figure 14—Hardbottom Community off-shore of the NRPA Boundary—Page 22 - Figure 15—Approximate locations of Drainage Basins within the Pelican Bay Development—Page 28 - Figure 16—Ebb and Flood Shoals—Page 29 - Figure 17—Water Quality monitoring locations within the NRPA Boundary—Page 31 - Figure 18—Sections A,B,and C of Clam Pass—page 40 - Figure 19—Typical maintenance dredging cross-section—Inlet Channel—Section A—Page 43 - Figure 20—Typical maintenance dredging cross-section—Seaward Flood Shoal—Section B—Page 44 - Figure 21 —Typical maintenance dredging cross-section—Bayside Flood Shoal—Section C—Page 45 3 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 Acronym Key BCC Collier County Board of County Commissioners CBRMP Clam Bay Restoration and Management Plan DHR Division of Historical Resources DNR Department of Natural Resources ESA Endangered Species Act FDEP Florida Department of Environmental Protection FDER Florida Department of Environmental Regulations FLEPPC Florida Exotic Pest Plan Council FLUCFCS Florida Land Use, Cover, and Forms Classification System FSU Florida State University FWC Florida Fish and Wildlife Conservation Commission FWS Fish and Wildlife Service LIDAR Light Detecting and Ranging MAG Mangrove Action Group MGD Millions of Gallons/Day MSTBU Municipal Services Taxing Benefit Unit NMFS National Marine Fisheries Service NOAA National Oceanic and Atmospheric Administration NRCS National Resource Conservation Services NRPA Natural Resource Protection Area PBID Pelican Bay Improvement District PBSD Pelican Bay Services Division PUD Planned Unit Development ST Sensitive Treatment TMDL Total Maximum Daily Load USACE U.S. Army Corps of Engineers USDA United States Department of Agriculture USFWS U.S. Fish and Wildlife Service WBID Water Body Identification WCI Westinghouse Communities Inc. 4 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 1.0 Introduction Purpose of the Clam Bay Natural Resource Protection Area Management Plan The purpose of this management plan is to provide guidance and direction for the protection, preservation, and maintenance of the Clam Bay Natural Resource Protection Area(NRPA). This plan will form the basis by which future management decisions can be made by identifying the appropriate techniques necessary to achieve long-term sustainability for the natural resources and their uses within the Clam Bay NRPA. This plan, in addition to providing a brief historical perspective of activities undertaken within this system, will identify the management goal and objectives; allow for development of methods to achieve the goal and objectives; and summarize implementation, assessment, and evaluation strategies that strive to balance resource protection with recreational use. While the 1998 Clam Bay Restoration and Management Plan (1998 Management Plan) primarily focused on mangrove health and recovery, this plan will address all floral and faunal components of the NRPA. The plan will draw from the 1998 Management Plan, input from multiple interested stakeholders, and historical biological,hydrological, and physical reports to outline the goal and objectives for future management of the ecosystems throughout Clam Bay. The 2014 Clam Bay NRPA Management Plan (Management Plan) and any subsequent revisions recommended by the Pelican Bay Services Division (PBSD) shall be submitted to the Collier County Board of County Commissioners (BCC) for approval. Once approved by the BCC, this Management Plan, or future amendments to the plan by the PBSD Board, will supersede all others and will serve as the primary guidance tool for future permitting and other management activities necessary to protect, preserve, maintain, and monitor resources within the system. Development of the Clam Bay NRPA Management Plan Turrell, Hall &Associates, Inc. served as the principal consultant for the Management Plan. This consultant firm has a long history of work in the Clam Bay NRPA and was primarily responsible for the implementation of the 1998 Management Plan that resulted in the successful restoration of Clam Bay's mangrove forest. The coastal engineering firm of Humiston&Moore, Inc. provided input and monitoring data for the 2014 Management Plan relative to Clam Pass and the dredging design criteria. The PBSD Clam Bay Committee consists of members of the PBSD Board, which is an advisory board to Collier County's Board of County Commissioners. The Clam Bay Committee met regularly in 2013 and 2014 and provided input and direction to the consultants. Additional regular input was provided by representatives of several stakeholder organizations, including the Mangrove Action Group, as well as several interested Pelican Bay residents. All Committee and Board meetings were properly noticed, open to the public, and allowed audience participation. Input was also solicited via notices to more than 30 area businesses, government officials and employees, condominium associations, and individuals who regularly use Clam Bay. These representatives were invited to participate in two 1 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 meetings held in the spring of 2013. Some have attended and provided comments at the regular meetings of the PBSD Clam Bay Committee where drafts of the Management Plan have been discussed. Stakeholders were also notified in April 2014 that a draft of the Management Plan was available on the PBSD's website, and they were invited to send their comments to the PBSD's office and/or attend a workshop about the Clam Bay NRPA Management Plan on May 14, 2014. A list of these area people/organizations is included with this Management Plan (pages 48 and 49). Pelican Bay Services Division Turrell, Hall &Associates, Inc. Chairman Tim Hall—Project Manager 801 Laurel Oak Drive, Suite 302 Arielle Poulos—Project Biologist Naples, Florida 34108 3584 Exchange Avenue (239) 597-1749 Naples, Florida 34104 (239) 643-0166 Humiston & Moore Engineers Brett Moore—Project Manager Mohamed Dabees—Project Engineer 5679 Strand Court Naples, Florida 34110 (239) 594-2021 2 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 Role of the Pelican Bay Services Division In order for the management and maintenance of the Clam Bay NRPA to be successful, coordination between a myriad of local, state, and federal agencies and interested citizens groups is required. The PBSD has undertaken that role for most of the past fifteen years. The Pelican Bay Municipal Services Taxing and Benefit Unit (MSTBU) is a dependent special district that was formed pursuant to Chapter 125 of the Florida Statutes and was formally enabled by the BCC pursuant to Ordinance numbers 90-111 and 91-22. These ordinances were replaced in 2002 by Ordinance 2002-27 which further clarified the role of the MSTBU and the PBSD Board. This MSTBU was created to, among other things, provide for the maintenance of conservation and preserve areas within Pelican Bay. This responsibility was undertaken diligently from 1998 to 2008 and resulted in the implementation of the previous 1998 Management Plan and the recovery of the mangrove die-off areas. Per action by the BCC, the responsibility for many of the monitoring and maintenance activities associated with Clam Bay was given to Collier County's Coastal Zone Management Department from 2008 to 2012. In 2013, the BCC returned responsibility for the monitoring and maintenance of the system to the PBSD via Ordinances 2013-19 and 2013-61. It is under the PBSD's direction that this current management plan has been written. While the MSTBU is a dependent special taxing and benefit district,the PBSD is an arm of Collier County government and makes recommendations to the BCC. The PBSD implements its defined responsibilities within the Pelican Bay community, sets its own budget and agenda, and regularly submits them to the BCC for approval. The BCC has commonly approved the Clam Bay management activities, dedicated funds towards those activities, and authorized the development of this Management Plan. The PBSD's effective working relationship with the BCC is expected to continue as the PBSD serves as the official manager of the 2014 Management Plan, which is consistent with Ordinances 90-111, 2002-27, 2013-19 and 2013-61 of Collier County. The PBSD will direct the Management Plan and has the responsibility for its implementation and operation over time. As such, the PBSD will plan and implement defined management activities with BCC approval whose purpose will be to protect, preserve, maintain, and monitor the natural communities and ecological integrity of the Clam Bay NRPA. The PBSD has several attributes which make it a logical guiding force in the management and maintenance of Clam Bay. The PBSD: • is located within the Clam Bay drainage basin; • has an advisory board made up of residential and business members within Pelican Bay; • garners fiscal support for community projects, including Clam Bay NRPA activities, collected from local special assessments (non ad valorem taxes) of the residents and business members within Pelican Bay; 3 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 • is accessible to the public due to its local governing board and advertised public monthly meetings; and • has demonstrated a long-term commitment to the Clam Bay NRPA and a successful track record regarding its preservation, restoration and maintenance over the past fifteen years. These attributes give the PBSD the knowledge and expertise in matters of local concern and, in particular, the problems, opportunities, and interests of local residents as they relate to the Clam Bay ecosystem. Its relationship with the BCC gives it an additional level of access to technical expertise and oversight that will be necessary to assure that the Management Plan, as contemplated in this document, is fully implemented in the field. As part of its responsibilities,the PBSD will assemble and distribute various technical reports and assessments as required under the Management Plan, as well as coordinate with other public and private groups interested in Clam Bay. The PBSD is organized for and designed to maintain both its knowledge of the Clam Bay resources and to generate public support of the same. The PBSD will insure that the general public, residents in Pelican Bay, the PBSD consultants, and representatives from government agencies with jurisdiction over Clam Bay each have on-going involvement and input into the Management Plan as appropriate. 4 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 2.0 Overview of the Clam Bay NRPA Description of the System The Clam Bay NRPA is a 570-acre estuarine system consisting of sandy beaches, Clam Pass, shallow bays, tidal creeks or tributaries, seagrass beds, and mangrove forests on the west coast of Collier County in Southwest Florida. The Clam Bay system is part of the Cocohatchee-Gordon River Transition referred to by the Collier County Department of Natural Resources as Coastal Zone II. It is one of the few remaining estuarine systems in the Cocohatchee-Gordon River Drainage System and the only coastal NRPA in Collier County. Historically the Clam Bay System was connected to Wiggins Pass to the north via a system of mangrove swamps and shallow creeks with intermediate open water areas that were excavated and are now known as Vanderbilt Lagoon (Collier County, 1994, Tropical Biolndustries, 1978). It is recognized that the connection was marginal at best and while passable at times, it was not uniformly and consistently navigable (Clam Bay Restoration and Management Plan, 1998). Connection to Vanderbilt Lagoon ended in 1952 with the construction of Vanderbilt Beach Road. Similarly, aerial photos of the Seagate Drive area taken prior to its construction show that Outer Clam Bay was connected to the mangrove swamps to the south via shallow meandering creeks and intermediate open waters leading to Doctors Pass. These creeks were only navigable by canoes and small skiffs (Turrell, 2009). These swamps to the south were eventually excavated to become Venetian and Moorings Bays. The connection to Outer Clam Bay ended in 1958 when Seagate Drive was constructed. Today, the Clam Bay NRPA includes three primary bays, Outer Clam Bay(southernmost), Inner Clam Bay (central), and Upper Clam Bay(northernmost), connected by a series of tidal creeks and connected to the Gulf of Mexico by Clam Pass. The community of Pelican Bay abuts the northern and eastern edges of the system, while Seagate and Naples Cay communities abut the southern portion of the system. This system is an important natural and recreational resource for local residents and visitors. The Clam Bay system was designated a Natural Resources Protection Area (NRPA) by Collier County in 1995. The purpose of the NRPA designation is to protect endangered or potentially endangered species and to identify large connected intact and relatively unfragmented habitats, which may be important for listed species (Collier County, 1994). See the NRPA timeline in Appendix 1. Clam Pass is a small, marginally stable inlet that has migrated north and south along the shore over the years. Prior to dredging, average water depths of Clam Pass were -2.5' to -1.0', and its width ranged from 30-50' (Collier County, 1994). The Pass remains the primary source of tidal exchange for the Clam Bay system, but it is restricted by sediment deposits just inside the Pass and in the long meandering tidal creeks surrounded by mangrove forests. 5 CLAM BA Y NRPA MANAGEMENT...-PLAN:DRAFT PelicanBayseryicesDivision August 8, 2014 Ver. 6.3 's,‘'-,vAN.in.zA,--'-7,,;„-,,,ys.a;--k,r.-.:,.-,,,,-t,-,-,--...:.iikaiTi.,,i,re,,.•.1..':.1i.,.v.r..-.i., .,. ,.1...,-'.-7•tt4-,-t, *. ::F-,i I . . .v41,.. .:.A,$ cLAGOON_ , .i . . & : y ' - ,, 1 '• ',.. ..4:2.irieglinV--.il- I'S, I ° LV:7 2,. 1‘/ P,',41:41".,•4 ! ..r.--.,-,- File. =4 .:,'' ,.--tf, - t ._-...-.... , , . .7:-...„1...,,.,...--.-- 'zP,, ,,ikt • -:::, 11- :. -'.-.:e .1-• )., ,..rvi 47,,,.. *„../- p ,.. ,7?:-; .4'ra ,,,, i• -...)-1,1, .."6t4:1,, .71741!tf,0 ' 4;`, I '.14.,,,f,..1447;4 , 1 l ''''‘'.,* 4 ,'40 V ,i(43.1.„.'4.11,.,„-:-.,,,,It.. . 441 upp . ..7)*- -47,,,,..kk,0, - ik A - ..,.„.,„.„•,0 C1Ay \I!.-'1 'ift.ti ''''' ilt-;',1'.!....,1' .!-v-• 'v''''' q., ..' 0/i"..4.-.e,--4. is, 1 • -- ' 4 oVot.' 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Vital Statistics Clam Bay NRPA Approximate extent of Clam Bay NRPA boundary. Total acres: Approx. 8,253750faecetres • Beaches. Approx. ..... 35 acres Approx. Mangrove: 115 acres Beach Park: Approx. Water: Approx. ° 13' 1 1' , Open Pass:N322866 33, ' WsA891Rns°,4Rng9;g50E1,"& Twp 48 , x420 acres 25E • Range: Sec. & Twp-, Sec. 4, 5, 8, Latitude and Longitude of 3278Q1 Township, 'on(WBID) 9, Section, Water Body Identification 6 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 Adjacent Communities The Clam Bay NRPA is bound on the north by the Bay Colony portion of the Pelican Bay development;to the south by Seagate Drive, and the Seagate and Naples Cay developments;to the east by the Pelican Bay development; and to the west by the Gulf of Mexico and the Strand neighborhood of Bay Colony that is within the Pelican Bay development. Pelican Bay is predominately a residential community consisting of private single-family homes, villas, and both high and low-rise condominium units. The community also includes a 27-hole golf course, common areas with meeting rooms,tennis courts,beach park facilities, emergency services facilities, and commercial areas with shopping and hotels. The 2,104-acre Planned Unit Development (PUD)was approved in 1977 as a partnership between Collier Enterprises and Westinghouse Communities (WCI). It was one of the first developments in Florida required to save fragile coastal wetlands and associated ecosystems (Urban Land Institute, 1981). The development of Pelican Bay had a limited impact on the wetlands themselves with approximately 94 acres, including about 78 acres in the northwestern corner of the property,being developed. This left the majority of the mangrove forest intact and preserved around the bays. As mitigation for these wetland impacts,the 570 acre preserve area, including the 35 acre beach park,was donated to Collier County and eventually became the NRPA which is in place today. Development of Pelican Bay required a stormwater management system designed to spread runoff along the eastern edge of the Clam Bay estuary. A four to six foot high and 2 %2 mile long berm separates the developed portion of Pelican Bay from the estuary lying to the west of the development, but numerous culverts through the berm discharge water to a swale system along the eastern perimeter of Clam Bay. The eastern edge of Pelican Bay is about 12-14 feet above sea level at US 41,sloping in an east-west direction to about 2 feet above sea level near the berm. Six drainage basins operate on a gravity system to slowly move surface water into the receiving area of Clam Bay. Naples Cay is a high rise development consisting of 8 multi-story condominium buildings. The community also includes pools,tennis courts, approximately 33 acres of park and preserve areas, and two canoe and kayak launching piers. Construction on the first building in Naples Cay started in the late 1970's,and the last building was completed in 2002. Stormwater management is accomplished through several internal detention areas before water flows into Outer Clam Bay. The Seagate community is composed of about 80 single-family residences. The community was first laid out in the 1950's and still has a few undeveloped lots. Because development of this community occurred so early,there was no community-wide stormwater system. More recent improvements to the road and utility systems have allowed for some dry retention and sewerage improvements to be put in place. Many of the homes within Seagate were built with boat docks along the community's man- made canals. Some homeowners keep motorized vessels at these docks. The 1995 Manatee Protection Plan acknowledges that access and use of Clam Bay was limited due to the shallow nature of the bay and ephemeral conditions. Vessels are generally shallow drafted, and their access is limited by the day-to-day conditions of the Pass and connecting waterway. 7 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 Clam Pass Park is a 35-acre County park providing beach access on the south side of Clam Pass. The Park is wholly contained within the NRPA boundary. Access to the Park is via a boardwalk through the mangroves from the parking lot at the very southern end of Pelican Bay. Operation and care of the Park is done under the supervision of the Collier County Parks and Recreation Department. Through an agreement between the County and the Waldorf Astoria Hotel, much of the day-to-day operation of the park is managed by the hotel. Historical Overview Prior to development,the entire coastline of South Florida would have resembled the Clam Bay ecosystem with meandering mangrove-lined shallow waterways buffering sandy barrier islands and natural terrestrial communities. Unique within the heavily developed coastal communities of Collier County,the Clam Bay estuarine system is a valuable resource for wildlife(particularly juvenile marine species and birds)as well as residents and visitors to the area who enjoy the low-impact recreational opportunities of the system. Within the Clam Bay system, four Indian shell mounds have been identified and indicate that this area was used for settlement by these civilizations. The Indian shell mounds have been listed on the Florida Master Site Inventory. Historically, Clam Pass was a small part of a large system of relatively shallow waterways and interconnecting wetland communities extending from Lee County to Doctor's Pass. Anecdotal evidence suggests that canoes and shallow drafted skiffs were used within many of these interconnected areas. During the 1950's this system was isolated from adjacent mangrove lined creeks and bays by the construction of Seagate Drive to the south and the construction of Vanderbilt Beach Road to the north (see attached Exhibit, 1952 Aerial). The practical effect was to leave Clam Pass as Clam Bay's only connection to the Gulf. The Clam Pass opening has moved over its lifetime up and down the shoreline, influenced by major storm events and by man's alteration of the tidal prism and drainage basin that feeds the Pass. The shifting location of the Pass and its often tenuous connection to the Gulf is evident in the following series of aerial photos of the Pass over the past 60 years. Because of these conditions,the Pass is susceptible to outside events and can periodically close,which has happened six times in the last 25 years, most recently in 2013. 8 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 4 w Ya fk` ` ;. .. va fr „ qR , ::,iti,„,A1,,,.-_, ,, -,,,,,,„. , ,,,,4,..„ 1.:. a .. , ,,,,,,, i , 2''''' ' ' . •, . CLAM ; `' CLAM ,, PASS. PASS 19731985 x CLAM p ..' ,CLAM PASSE 4 �.. i L. 1994 '^a 20.. 9 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 V, .� #. i, r1 f i' v'v LAM x=- "4 :"4- SS \ . E. k ! t.ktIii, Figure 2:Historic aerials of the location of Clam Pass The health of the mangrove forest is directly related to the connection at Clam Pass. The exchange of seawater between Clam Pass and the Gulf is critical to the ability of the estuary to export organic matter, as well as to help regulate excess salt and freshwater. It also supplies oxygen-rich water from the Gulf and keeps metabolic wastes from accumulating in the sediment,as discussed in more detail later in this Management Plan. A man-made water management berm now divides natural and developed portions where historically mangrove forest would have transitioned gradually into the mesic coastal hammocks and upland pine scrubs that made up the now-developed portions of the Pelican Bay community. With the development of the Collier County coastline,the Clam Bay NRPA has been protected as a managed natural system that preserves the essential features and ecological function of a mangrove estuary. The historical and natural events that have affected the Clam Bay system in recent times, along with governmental actions, scientific studies and management responses, are shown in timelines in Appendix 1. These depict the evolution of management activities in Clam Bay and provide the context for the management goal and objectives presented in this Management Plan. Mangrove Die-off and Restoration The first mention of stressed or dying mangroves within the Clam Bay NRPA came from the 1978 Tropical Biolndustries and Gee and Jensen report titled Carbon Flows in Portions of the Clam Pass Estuarine System, Collier County, Florida. Reports of stressed or dying mangroves continued through the 1980's and 90's. In 1995, a large area of dead and dying mangroves was documented encompassing approximately 42 acres adjacent to Upper Clam Bay(Turrell, 1995). By 1999,this area had expanded to approximately 50 acres (Turrell, 2000). 10 CLAMBAYNRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 The Clam Bay Restoration and Management Plan(CBRMP)was finalized in 1998 to address the mangrove die-off. The major objective of the plan was to restore the dead mangrove area through improvements to tidal flushing capabilities of the system, including enhancements to tidal flow into and out of the mangrove forest areas. This was accomplished through the dredging of Clam Pass and portions of the interior channels within the system, removing impounded water from the die-off areas and the construction of a network of hand-dug flushing channels throughout the original die-off area and a few other areas exhibiting stress. In the fifteen years following the implementation of the CBRMP the mangrove forest has undergone a substantial recovery with over 90%of the original die-off area re-vegetated with new mangrove growth. Appendix 2 contains additional information regarding the mangrove die-off and restoration. 11 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 3.0 Physical and Natural Resource Description and Assessment The goal and objectives of this Management Plan aim to manage and preserve each of the resources that make up the Clam Bay NRPA as a whole. The objectives of the Management Plan focus on natural communities,tidal and freshwater flows,water quality, archeological resources and recreational uses, all discussed further in this section. There are many additional factors that come together to create the habitats and support the resources that make up the Clam Bay NRPA. These additional factors are discussed further in Appendix 4. Soils Based on the National Resource Conservation Service (NRCS) "Soil Survey of Collier County Area, Florida" (NRCS, 1998)there are 2 different soil types (soil map units)present within the NRPA boundary: frequently flooded Durbin and Wulfert muck; and Canaveral Beaches Complex. These mapping units named for soil series represent the dominant undisturbed soils in the landscape that existed predevelopment. The unit descriptions do not recognize or appropriately interpret the drastically disturbed nature of urban landscapes created after the soil survey was completed. For information regarding soils specific to the Clam Bay NRPA, see Appendix 4. . .ly ' -. _. n ' .\‘' a te~ 440 rr • • `� air ?14 1C1M .f,. k f i 9) 111.16 _/ 15y 110 40 41 Figure 3:Soils map of the Clam Bay NRPA Natural Communities In this Section, a natural community refers to the mix of plant and animal species that form the natural basis of the Clam Bay NRPA. A combination of factors, including geology, climate,topography, soils, wind,waves, storms and anthropogenic influences, determines the specific types of plants found in any given area(see Appendix 4 for more information). These plants are a major factor in what type of animal species that may be present, including threatened and endangered species that may utilize the Clam Bay NRPA (see Appendix 4 for more information). The Florida Department of Transportation's Land Use, Cover and Forms Classification System (FLUCFCS 1999)has been used to identify the 12 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 plant communities found within the Clam Bay NRPA. See the attached Exhibits for an overall FLUCFCS map of the Clam Bay system and the existing monitoring plots within these habitats. List of FLUCFCS Communities within the Clam Bay NRPA FLUCFCS Community Description Upland or %of Clam Bay Code Wetland NRPA 181 Swimming Beach Upland 5.95 186 Community Recreation Facilities Upland 0.40 322 Coastal Scrub Upland 3.97 428 Cabbage Palm Hammock Upland 0.45 510 and Interior Creeks and Bays (with and Wetland 23.16 540 without direct connection to Gulf or Ocean) 612 Mangrove Swamp Wetland 64.60 642 Saltwater Marsh Wetland 0.04 651 Tidal Flat Wetland 1.43 911 Seagrasses** Wetland 0.84** **included in the Bays (541) category Several other components of the Clam Bay NRPA ecosystem are also addressed in Appendix 4. These components include offshore hardbottom, oyster, and other benthic faunal communities that are not specifically addressed in the FLUCFCS classification system. Additional historical information on the natural communities within Clam Bay,the mangrove, and seagrass habitats is also included as appendices to the Management Plan. FLUCFCS Code 181- Swimming Beach ra' .r •rt .7..;, .+' y..r['— Ay 444' >.. i.... r ..7 s, tii ,a .. q j ,`777,/ 1Y 4, { .. , _ice.... , 1.<7 ye t**4 v. - •�}} + ,i ',. t.:\..-, �t4 R"yj i7' 4 1. w s 44-, '4fi h .Z '' .'`'� x, 14,•+.'A 1 ' lq*-` `'sS • ley, pt�t 4 \' , 1 r,}.;v.,j 'y i1 z,7v7 �� �,1 J -.` ' J' '(''.?C. .p, .4.--,0,5_,,,,.-f :=._ .1, .__ \t,t,...-,:, 4,--z,,-,- ,_ - - -- - inrr'-', 4't #.: 181 Figure 4:Beach habitat within the NRPA Boundary There is approximately 8,235 linear feet of beach within the Clam Bay NRPA in three distinct segments. Contiguous beach habitat extends from the NRPA habitat both north and south along the 13 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 coast. Shorebirds feed on marine invertebrates, such as coquina clams and mole crabs, at the water's edge, and beaches are crucially important habitat for nesting sea turtles. This particular habitat has been monitored periodically in terms of width as part of the Collier County Beach renourishment program,though no conclusive statements can be made about the floral or faunal details of the ecotone over the years. Large-scale generalizations based on the annual aerial photographs can be made that the overall size,composition, and health of the habitat have remained relatively stable, and with the exception of the areas immediately adjacent to the Pass, are mostly unaffected by the status of the Pass. Management concerns for the swimming beach are loss of beach area due to natural erosive processes and recreational over-use of the resource. FLUCFCS Code 322—Coastal Scrub 1:','.,,7,:i.- , ' :t,,-.;---,,:„,-1,,,,, 3 "'�. F gtii s. 4iSYYk` y ' ''' rl 7t';^y R t'i rr � ;, �-sy y (fit n^,t ',11 it 1th'S$, -"", ,,,,}l 1. i \ a:. {�{ (� mo �F7µg^ ¢ s rr.tii $ 4 rVIP .,:t k 11111611111111111111111111 1 . . _ � 322 "`.. Figure 5: Coastal Scrub habitat within the NRPA Boundary Landward of the frontal (beach) zone area is the back dune zone (also often called the coastal shrub or scrub zone). This portion of the dune is more stable, has greater organic matter, and supports less salt tolerant grasses and shrubs as well as some trees. Coastal scrub is represented by a conglomeration of coastal species generally found in a narrow band between an estuary and the beach. Many of the woody species found in coastal scrub are low growing due to low nutrient and droughty conditions of sandy soils. High winds and salt spray often prune the terminal buds of the trees and shrubs growing on the dunes and result in salt-pruned, windswept canopies. Species common in the coastal scrub zone of the Clam Bay system include: seagrape (Coccoloba uvifera), cabbage palm(Sabal palmetto),buttonwood (Conocarpus erectus) and Spanish bayonet (Yucca aloifolia). This is an important habitat as it helps anchor the back dune sands and provides habitat for several listed plant and animal species including the gopher tortoise (Gopherus polyphemus). 14 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8,2014 Ver. 6.3 The primary management issues of concern in the coastal scrub are gopher tortoise habitat management and exotic vegetation control. FLUCFCS Code 428—Cabbage Palm Hammock',5;47111 F EY4 + R " 1( • Y !,rt 428 1 42... Figure 6: Cabbage Palm Hammock habitat within the NRPA Boundary This forested zone is composed of dune vegetation and is located inland of the coastal scrub- farthest from the Gulf of Mexico. The Cabbage Palm Hammock habitat consists primarily of cabbage palms (Sabal palmetto) and is found in sandy soils. In the Clam Bay NRPA it is generally found in pockets located between the mangrove forest and the coastal scrub zone or beach areas. The primary management issues for this habitat are exotic control and preventing destructive visitor access. FLUCFCS Code 510 and 540—Interconnecting Creeks and Bays (with and without connection to the Gulf) (0115,* }S rt, Li "44;4 +4 % , 5,0; a ef ! t , ' : 41,P --)11k( VpNII 1141111*,... ..r s - 540 540`: Figure 7: Open Water habitat within the NRPA Boundary 15 CLAMBAYNRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8,2014 Ver. 6.3 The Clam Bay NRPA contains the three larger bays associated with Clam Pass (Outer, Inner, and Upper) as well as the interconnecting shallow creeks and small open water areas. These bays and interconnections serve as the life blood of the estuary. These open water habitats serve as the basis for many other communities. Seagrass beds, oyster bars, clam beds, and other benthic communities can all be supported to varying degrees with the open waters of the bays and interconnecting creeks. Tidal creeks are passageways for fish and marine invertebrates between waters of the Gulf and the protected embayments of Clam Bay. Manatees, dolphins, and turtles may also use the Pass. Scouring action of the fast flowing tide generally prevents colonization of seagrasses and other benthic flora. Management concerns related to the bays and associated creeks include maintaining sufficient flow through them to accomplish flushing needs of the system, stabilization of the Pass without harming other components of the NRPA, and educating recreational users of the NRPA of the need to protect the shallow water habitats and the communities located therein. FLUCFCS Code 612—Mangrove Swamp (Forest){ 1 I ,i, fri, k `' _ �` <—' , ge :;' „ -: 1,' \ i 1:17;:';4 I,�'1 *y ,� '4 «. :�< t 1 ' 1.i t ,ir ' 0,4i 1 idiallikito. "'4"c 612 Figure 8:Mangrove habitat within the NRPA Boundary Mangroves are salt-tolerant trees that grow in tidal areas of the tropics and are legally protected for their ecological value and function, such as: • Providing habitat for marine,terrestrial, and avian wildlife. • Protecting coastal areas from storm surges and coastal erosion. • Improving water quality by acting as a natural filter for land-based freshwater run-off. • Forming the basis of a highly productive estuarine food chain which includes many commercially valuable species. • Enhancing the atmosphere by absorbing carbon dioxide and reducing greenhouse gases. Approximately 65%of the Clam Bay NRPA is composed of the three most common mangrove species in Florida,namely red mangroves (Rhizophora mangle),black mangroves (Avicennia germinans), and 16 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 white mangroves (Laguncularia racemosa). All three species have special biological adaptations to cope with salt and unstable,mucky, low oxygen soils that result from the tidal,hence continually waterlogged, environment. The dominance of mangroves in tidal areas is a function of these adaptations and their ability to out-compete other wetland plants. Tidal flushing allows nutrients to be distributed within the forest and provides for the transportation of dead leaves,twigs, etc. As this material decays, it becomes food for marine life. It is this mangrove detritus which is consumed by the many organisms at the base of the food chain which, in turn, creates the next level of the food chain necessary to support the fish populations that characterize the mangrove community. The Clam Bay mangrove community is composed of both riverine(along the creeks) and basin forest components. Riverine (Creeks)Mangroves On the waterward edges of small islands and the tidal creeks,passes and estuarine waterways that make up the Clam Bay system, a fringe of red mangroves will be found growing up to 25 feet in height. This zone can be just one or two trees in depth or extend landward for some distance, depending on topography. The habitat provided by the prop roots of these red mangroves is of great importance to many fish and other aquatic organisms. Forests The majority of the Clam Bay mangrove habitat is low-lying basin forest where the dominant mangrove species varies between red,white, and black through the forest habitat. This forest community was the habitat affected by the mangrove die-off. The hand dug flushing channels were constructed throughout this community to increase the flushing capacity through tidal inundation. Special attention has been given to the mangrove community in the past because of the die-off which occurred between 1991 and 1997 (though stress in the community was documented as far back as the late 1970's). The die-off affected black and red mangroves initially but eventually ended up encompassing some white mangroves as well. More details on the recent history of the mangrove management are provided in Appendix 2. Management concerns within the mangrove habitat include ensuring adequate tidal flushing and protection from exotic vegetation or pest infestations. 17 CLAM BA YNRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 FLUCFCS Code 642—Saltwater Marsh 4•'' '''' 4?....'• V e.. i ", ', ,,. . -. .. .. , voit444 9 t 4 ' ") ,,,, yy/-_ : { el ' - t : ,r,--s, ta ,kf 00044,,... F � 1 w �'e Ftri it +ti1/F t 7, Pr . qi 4� ., . f'I �e '114 t� ,i,' 1'4 i. e 1 i+ 1 I. a 17' '^t11"k.,3.rk1,0)74 . * � i 4114 642 �r '.,,. r _'#NAY, .,' iiiii. .. y _. { w , Figure 9:Salt Marsh habitat within the NRPA Boundary At the interface between forested mangrove areas and the water management berm in Pelican Bay are depressional areas that have become colonized by aquatic freshwater plants, such as cattails (Typha latifolia), Carolina willow(Salix caroliniana),bulrush(Scirpus californicus),needlerush (Juncus romerianus), and leather fern (Acrostichum danaeifolium). Wildlife, such as otters (Lutra canadiensis), alligators (Alligator mississippiensis),various turtles, and wading birds can be commonly observed. These areas require regular maintenance to prevent the spread of nuisance and exotic plant species and ensure optimal functioning and interface between the natural mangrove forest and the water management system. Management concerns for this habitat would be protection from exotic vegetation infestation as well as ensuring appropriate water and salinity levels. FLUCFCS Code 651—Tidal Flats il: Mir3k7507,10Ra 1 ii, It '7-".i., r-71., *...,,r`-- „ilvri,itik..* .-- 'n...72:15twyr5.-:',1,'-,IAtliti t.. I T i+� . �, r- -/aii .., �- , . , ,,,,. , r„i, is e,. 651 - Figure 10: Tidal Flat habitat within the NRPA Boundary 18 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 The sand and mudflats of Clam Bay are rich feeding grounds for many species of fish and wading birds. These organically rich sediments support a variety of mollusks,worms, and invertebrates that scavenge detritus or, in the case of many bivalve mollusks, extend siphons at high tide and filter vast quantities of water. Birds, such as a variety of herons, ibis, egrets, and spoonbills pick through the sediment for the invertebrate food sources. The dredging of the Pass associated with the 1998 Restoration and Management Plan resulted in an increase of exposed tidal flats within the southern portion of the system. Increased tidal range resulting from the dredging allowed more area to be periodically exposed during the tidal cycle. Some of the area that had supported seagrasses prior to the dredging work were converted into the tidal flats by the increased range and reduced phase lag. Management concerns related to the tidal flats include the templates established for the dredging,the resultant currents that could be expected as a result of dredging, and the frequency of disturbance. FLUCFCS Code 911—Seagrass Beds ,,,Ti wii-act4v49.7k7.•(-4. 1 'v.v,r:t..4,,f,-,i-----,N,T---..--:.,--tr,glvF-v, ..,, .4.t. .-- 7.,::, 1 ,,,,,,:,,,,,4::.,.,,,;,,,,--,-- , . , , ,,,,,..."„:„,,...,.. „.„, , ,4„,,,,j4,,,,,,,,, ..,.,„,,,,„„ :,_ . „., ,, , ,gi,t * .9.n, Z r' Z1 4 p d '4 tt l;1 ti��tiw ."` 7l '� t .., i -'U 7 . „ 0- — f e { `',14-r 4 'lir 7 S JR! +A''. t.. I -"':. *% /4,),J,)F t w ,F riAQtll4 - --- ,,'-'1'.. �1 - 4f 1. •` �,��jY33''�/110 i� A , -4 7K ff cip 11,49, 4 .. �9 ay:yty, 1 , h r - - �.�• � �&' ;�' � ° *..: Y �� tom.#'-SL,t,• 'Y' .,, ^. F - • t t , t, =. GRASS Figure 11:Seagrass habitat within the NRPA Boundary Several areas within the Clam Bay system host seagrass beds, specifically Outer Clam Bay and waterways just inside Clam Pass (see accompanying Exhibits). Three species are commonly found in these Clam Bay waters: the largest turtle grass (Thalassia testudinum),with flat strap shaped leaves; the smaller shoal grass (Halodule beaudettei(fka wrightii)),with narrow, flat blades; and paddle grass (Halophila decepiens), with the smallest,paddle shaped leaves. Shoal grass is by far the most common though a small area of turtle grass has persisted since the 1998 dredging. Paddle grass is much more ephemeral in nature, and diligence is required to be able to locate it during the time frames when it is present. Seagrass coverage in Clam Bay has varied over time but has always been found predominately in Outer Clam Bay and the waterway between this bay and Clam Pass. A 1994 Collier County report estimated seagrass coverage at approximately 10 acres. Pre-dredge surveys conducted in 1999 estimated coverage at about 5.13 acres. Annual monitoring of seagrass beds along the monitoring transects has estimated coverage from a low of approximately 1.2 acres in 2003 to the current estimate 19 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 of 2.85 acres from the 2013 survey. It should be noted that the coverage estimates are taken from along the survey transects only and do not account for other scattered grasses that may be located elsewhere in the system. Management concerns related to seagrasses include direct impacts due to recreational use and potential dredging templates, turbidity and water quality concerns related to flushing (too much or too little) and stormwater inputs, and algal infestations due to nutrient increases. A history of the seagrass monitoring efforts in Clam Bay is included in Appendix 3, attached to this report. Other Benthic Habitats Oyster Bars , ' t ''' ti �i ,41:0,1".i,4:11.-4-1..---y,'"=”--°- ,�. �,�. Yiv+$*A!. —4"E ' ' • ..f w-r, rz Ztst ,e{0).;,;,*., ,, , j. '. , +ri..s 4. . ,I.FC 1a 4-4-1 IN T'zi X 0� ..z I ,.., ...- , ,.. 0., . r. / 1 ,jf ,, rl f 4� . , ;,a ' a ,•#- i ll +,►' ..0 j�°UjA's,,n-. 4#t�a X r� y " r+� ' . H A L r !. " a. a k a .,. �. Q y xv 1 4 „�ji.._ •.ear t*R'» d# ` + -V14,4-71:7' ,...i”.....-yrerw,r_....1 ,. w ,1„ APPROXIMATE OYSTER LOCATIONS Figure 12: Oyster locations within the NRPA boundary Oysters(Croassostrea americana)are filter-feeding bivalves, which were once common within the tidal creeks of Clam Bay(Humm and Rehm 1972). Deteriorating conditions, in part related to closures of Clam Pass, are thought to have resulted in the disappearance of oyster bars in the system,though some reoccurrence has been observed to the south of the Pass in the last few years during seagrass transect monitoring. Oysters have been documented around the perimeter of Outer Clam Bay in past years' monitoring efforts. A 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida found living oyster clusters in the upper reaches of Upper Clam Bay(a single cluster), in the tributary between Outer and Inner Clam Bays (a single cluster), and throughout the shoreline of Outer Clam Bay. Management concerns related to oyster growth are similar to the seagrass concerns,namely protection from recreation users,water quality, and flushing. 20 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8, 2014 Ver. 6.3 Other bivalve mollusks In addition to oysters,the 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida also found two other bivalves within the Clam Bay system. The pointed venus clam (Anomalocardia auberiana) and the stout razor clam (Tagelus plebeius)were both observed. Turrell, Hall &Associates, Inc. benthic surveys found several beds of southern hard clams (Mercenaria campechiensis) also present in the system. These mollusks are generally found within the shoal and tidal flat areas of the system and could be susceptible to impact during dredging or other disturbance operations. Management concerns would be protection from recreational users,water quality, flushing and dredging. ; •.•,;1,E.1,..0-1.11,0...7,11 ;1 • 4 JJ•ii, Y 1 f ti R y, ff si,i'+e{-L Y "�(j'Fa�' '";.4- ;°.- ... n% *'t�T�y- +rb c*� S�,R< - 7 IP 4 cc a Z 'h _� ( l3 % r � ~.�m 4*y5''`y. y� � I, �+,,Fj x;4. wy N �"f...� `"1 1 . 1;4. d re 65 3 I i f e qq.yw V as .• „A• ' d 5 * ,.. N y� rc �',- 'a :4L_.r.:..,"'3 `1T C.ri ".rR 54-• -•:L... ^o-y �* i`+ s, ti '1_4.2 ' O �`� di: ®■ r j a fir. t; T, j d �a c.. Figure 13:Exhibit from Conservancy of Southwest Florida Report Tubiculous Polychaetes Tubiculous polychaetes (tube worms) are typically the most abundant biological assemblage in Clam Bay and are primarily associated with muddy and sandy substrates. Polychaetes, including worm tubes and mud tubes, shell-encrusted polychaete tubes (Polychaeta) and trumpet worm (Pectinaria gouldi) tubes, are a vital component of the estuarine food web,providing key linkages between primary producers and higher trophic levels. Polychaetes create habitat and food for many organisms, such as mollusks, fish and even sea turtles. These worms are usually filter or deposit feeders that keep the substrate aerated and free of waste accumulation. Polychaetes tend to dominate Inner and Outer Clam Bays,with lower occurrences in Upper Clam Bay, the Lower Tributary, and,to a lesser extent,the Upper Tributary. 21 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division August 8,2014 Ver. 6.3 Hardbottom Communities `t"+.rt; � ,' _ --' 7-'• W. .t" ' 4'1:'' .- ,-;‘, 10,...,... *3%1. "NA 444,1rt‘4. d . lc , -,,,) 4o, • / A Irc. 'U'' ' 141 ' . 1 t',7;''' 444 0, ,,c ,_4.....zre5. „,,... Iii. ,, '',, V., ...,,,,,..3t �t ' P OUTER 0 3-‘7:;:z 4. � -At,- Cr2g + ,+ CLAM BAY i INNER UPPER ' CLAM BAY 9 'y,,- rri,-,t CLAM BAY 40. 'n �•„:.. +"'"'enr�- "` 'Li r 'x,*,�'°'' "'.”" * --.....�., __�"^^r`-i PASS C+ �'41 { 41:44 r� r " ,� GULF OF —A MEXICO Figure 14:Hardbottom Community off-shore of the NRPA boundary Another important marine habitat marginally associated with the estuarine system is the hard bottom reef community found just seaward of Clam Pass. In about 10-15 feet of water a variety of sponges, stony corals, gorgonians, fish and associated invertebrates can be found within a system of rocks and ledges. Outcroppings of similar habitat type occur along the length of Collier County and are a little known resource of regional significance. Collier County has mapped this resource through side scan sonar surveys in 2005 and 2009 as part of its beach renourishment project. The information received from the County shows that the landward edge of this habitat is located approximately 250 to 300 feet offshore from the Pass. Management concerns related to this habitat include recreation use and potential turbidity impacts resulting from dredging or other management activities within the Clam Bay NRPA. Invasive,Non-native and Problem Species In an ecological context,an invasive species is one that is aggressive in growth and expansion of range and tends to dominate other appropriate native species. Its establishment and dominance can cause widespread harm to an ecological system by altering the species composition, susceptibility to fire and hydrology of an area. Non-indigenous species (i.e.,non-native or exotic species) are those that have been introduced purposefully or accidentally to an area outside their normal range. Category I species are those that have been documented to drastically alter natural communities by displacing native species. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. FLEPPC Category I plants observed within the Clam Bay NRPA boundary: - Brazilian Pepper(Schinus terebinthifolius) 22 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 - Melaleuca (Melaleuca quinquenervia) - Australian Pine (Casuarina equisetifolia) - Beach Naupaka (Scaevola taccada) - Earleaf Acacia(Acacia auriculiformis) - Shoebutton Ardisia(Ardisia elliptica) - Air Potato (Dioscorea bulbifera) - Lantana(Lantana camara) - Old World Climbing Fern (Lygodium microphyllum) FLEPPC Category II plants observed within the Clam Bay NRPA boundary: - Coconut Palm (Cocos nucifera) - Wedelia (Sphagneticola trilobata) - Oyster Plant(Tradescantia spathacea) - Mahoe (Talipariti tiliaceum) These species will be removed or reported to the responsible entity for removal. Listed Species State and federal wildlife agencies will review any proposed management activities within the Clam Bay NRPA to determine if impacts to listed species will occur. While there are many listed species (State and Federal) that utilize the Clam Bay NRPA, the six listed below have garnered the most scrutiny as being vulnerable to impacts associated with Pass maintenance activities. These, as well as other listed species that do or potentially could utilize the NRPA, are listed in Appendix 4. Smalltooth Sawfish (Pristis pectinata) A juvenile smalltooth sawfish was observed by Turrell, Hall &Associates, Inc.biologists in 2008 in the connector creek between Inner and Outer Clam Bays. Smalltooth sawfish are found in the tropical and subtropical Atlantic Ocean. In the western Atlantic they have historically ranged from New York to Brazil, including the Gulf of Mexico and Caribbean Sea. Habitat destruction and overfishing have succeeded in eradicating the smalltooth sawfish from the majority of its former range. Consequently, it survives in small pockets throughout its current range. The last remaining population in U.S. waters is off south Florida, a small remnant of a population that once ranged from New York to Texas. Mangrove Rivulus (Rivulus marmoratus) This small fish has not been identified within the Clam Bay system in previous surveys or field work but the mangrove habitat is appropriate, and they could be present in the upper reaches of the mangrove forest. The mangrove rivulus is primarily a saltwater or brackish water species, with limited occurrence in freshwater. Within the Everglades and along Florida's west coast, this fish occurs in stagnant, seasonal ponds, and sloughs as well as in mosquito ditches within mangrove habitats. The mangrove rivulus is able to survive in moist detritus without water for up to 60 days during periods of drought, anaerobic, or high sulfide conditions. 23 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Loggerhead Sea Turtle (Caretta caretta) Loggerhead sea turtles have been documented nesting on beaches within the Clam Bay NRPA. Loggerheads are circumglobal, occurring throughout the temperate and tropical regions of the Atlantic, Pacific and Indian Oceans. They are the most abundant species of sea turtle found in the U.S. coastal waters. In the Atlantic, the loggerhead turtles range extends from Newfoundland to as far south as Argentina. The loggerhead turtle was first listed under the Endangered Species Act as threatened throughout its range on July 28, 1978. In September 2011, National Marine Fisheries Service (NMFS) and U.S. Fish and Wildlife Service (USFWS) listed 9 Distinct Population Segments of loggerhead sea turtles under the Endangered Species Act(ESA). The population in the Northeast Atlantic Ocean Segment is listed as endangered. The agencies are currently proposing Critical Habitat designations on several areas which contain a combination of nearshore reproductive habitat, winter area, breeding areas, and migratory corridors. The Clam Bay NRPA is contained within the LOGG-N-27 segment of this proposed critical habitat area. Gopher Tortoise (Gopherus polyphemus) Gopher tortoises and their burrows are found along the coastal strand portions of the Clam Bay NRPA. The range of the tortoise includes southern portions of Alabama, South Carolina, Louisiana, Mississippi, and Georgia as well as most of Florida. Piping Plover (Charadrius melodus) Piping plovers have been rarely sighted foraging or resting along the shoreline within the Clam Bay NRPA boundaries. No nesting activities have been documented within the NRPA. West Indian Manatee(Trichechus manatus) Manatees have been sighted on numerous occasions within the Clam Bay NRPA boundaries. Manatees can be found in shallow, slow moving rivers, estuaries, saltwater bays, canals, and coastal areas particularly where seagrass beds or freshwater vegetation flourish. Manatees are a migratory species. Within the U.S., they are concentrated in Florida in the winter. In summer months,they can be found as far west as Texas and as far north as Massachusetts, but summer sightings in Alabama, Georgia and South Carolina are more common. Other Species Lists of plant and animal species that have been observed within the Clam Bay NRPA and the adjacent Pelican Bay development areas can be found in Appendix 4 of this Management Plan. These lists are not all-inclusive but represent a wide array of the species found within and adjacent to the Clam Bay NRPA habitats. 24 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Hydrology Hydrological regime, sometimes referred to as the surface water or surficial hydrology, in simple terms describes the long term spatial variation in the water depths and period of inundation within a wetland system. This is because the surficial hydrology has both horizontal and vertical components and provides key ecological functions to the mangrove forest (Lewis,pers. comm., 2008). With respect to the horizontal component, incoming water (both tidal and surface water run-off) into an estuary brings with it nutrients, dissolved oxygen, and marginally lower salt concentrations. Conversely, the outgoing water leaving a mangrove wetland(through tidal exchange) removes metabolic waste products (e.g. carbon dioxide and toxic sulfides) and excess salt. The vertical component refers to incoming water that percolates down into the sediment and root zone, and the sediment drainage, on a falling tide which removes metabolic wastes and excess salt. It is the inflow and outflow of sea water that is critical to the ability of the estuary to manage these two ecological functions and, as such, dissipate salts, organic matter and freshwater. It follows that anything that affects the system and alters the ability of the system to perform these functions, will, in most instances, cause stress to the system and, at some point in time, result in the death of the system or portions of it. Hydrologic studies indicate that the tidal flushing capacity of Clam Bay prior to the restoration dredging was limited and almost insignificant in Upper Clam Bay. The preliminary hydrographic assessment of the Clam Bay system prepared by Tackney &Associates, Inc. (August 1996) demonstrated rather dramatically that there was a significant reduction in tidal range between the middle boardwalk and Inner Clam Bay. Tackney described the flow in that area as "measurably reduced" and "very inefficient". The connecting tidal creek between the Pass and Inner Clam Bay is the key conduit for tidal input and outflow to the northern reaches of the Clam Bay system. Its constriction and the ancillary constriction of tributaries connecting to it impact the quantity and quality of the flushing that can occur in Inner and Upper Clam Bay. Another key aspect of the surficial hydrology is the vertical location of the water level elevation relative to the sediment elevation. Specifically, the mean low water(tide) elevation has to be sufficiently lower than the sediment elevation in order for sediments to drain during low tide. A persistent high surface water elevation stops sediment drainage and results in anoxic sediment and the accumulation of toxic waste products. The absence of meaningful exchange was certainly a contributor to the significant degradation of the mangrove system within Clam Bay. (Tackney 1996; Lewis pers. comm., 2008). In this context Tackney observed that, even in the absence of rainfall, the average water surface elevations for the inner and upper bays were higher than the average surface elevation for the Gulf. Analysis of the tidal data indicated that average water surface elevations in the Inner and Upper Clam Bays were both elevated above the average Gulf water surface elevation by approximately 0.2 feet. This indicated that the tidal range in Inner and Upper Clam Bays was muted and that the system was 25 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 receiving significant additional water through runoff and restricted capacity to drain additional inflow. In fact, in portions of the Tackney study no tidal fluctuation was noted in the Upper Clam Bay and only marginal tidal effects were observed in Inner Clam Bay. The reduced tidal ranges were also accompanied by relatively large phase lags. The phase lag is the average time delay measured in hours and minutes between the occurrence of slack (high or low)water in the Gulf of Mexico and the measurement stations. It is affected by both the distance between measurement stations and the amount and quality of hydraulic resistance of the connecting channel. The longer the distance and the higher the resistance,the more pronounced one would expect the phase lag to be. In the upper bays,high and low waters generally occurred over three hours later than the Gulf tides. These conditions indicate that the tidal creeks connecting the interior bays are hydraulically very inefficient. As a result, the upper bays are prone towards extended periods of flooding as a result of freshwater runoff and the inability of the system to drain efficiently. During Tackney's field studies of May 1996, rainfall of approximately 4 inches in three days was adequate to flood the Upper Clam Bay above high tide levels and sustain this flooded condition for over two days. Accordingly, he concluded that the creeks and bays that serve to connect the Inner and Upper Bays were significantly less efficient in the ebb tide stage than they were in the flood stage. Studies undertaken by both Lewis Environmental Services, Inc. and Turrell &Associates, Inc. would support this conclusion. (Turrell 1995). Finally, an additional attribute of the system that is directly related to tidal prism and the quantity of inflow and outflow is the question of inlet stability. Inlet stability refers to a tidal inlet's capacity to adequately scour out deposited sediments and prevent inlet closure. For a given wave environment, inlet stability is governed primarily by the volume of water(tidal prism) carried by the inlet. To remain stable, an inlet must have the characteristic that a temporary constriction in cross-sectional area produces an increase in current velocities adequate to scour out the constriction. To function without mechanical intervention, the system must generate a sufficient volume of water on the ebb tide to scour out the inlet naturally, otherwise the inlet will, over time, continue to close. This is particularly true during periods of high wave activity and low tidal ranges. (Turrell 1995; Tackney 1996). The six closures of Clam Pass that have occurred in the past twenty-five years indicate that stability of Clam Pass is marginal. (Turrell 1995; Tackney 1996, Humiston 2010). Hydrologic studies have indicated that during a tidal cycle, 75-80% of water that flows through the Seagate culverts originates in Clam Bay, while 20-25%of water that flows through the Seagate culverts comes from Venetian Bay(PBSJ 2009). Enlarging the Seagate culverts is not recommended because it would further reduce the tidal prism of the Bay and decrease the stability of Clam Pass (FDER 1981; Tackney 1996). Since implementation of the 1998 Management Plan, the hydrologic conditions of the Clam Bay System have improved considerably, resulting in the restoration of the mangrove forest. 26 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Freshwater Component Under predevelopment conditions, much of the area's rainfall was held on the surface of the land in sloughs and other low areas. This water would either slowly filter through the soil to recharge the shallow aquifer or move through the mangrove community to the bay. Less than ten inches of the approximately 53 inch average rainfall is estimated to have been lost from the uplands east of Clam Bay as surface runoff. The storage capabilities of the land thus moderated surface flows, preventing extremely high flow rates during the rainy season and serving to maintain surface flow and groundwater flow during the dry season (FDER 1981). The development of Pelican Bay had limited fill impact to the Clam Bay system, but it did modify the pattern of freshwater entering the Clam Bay system (Wilson, Miller et. al., 1996). The stormwater management system as designed, permitted, and implemented at Pelican Bay employs a series of detention ponds, swales, and culverts to regulate the discharge of run-off into Clam Bay. Discharge occurs almost continuously along the eastern perimeter of the conservation area. Run-off from the northern end of Pelican Bay is collected and discharged into Upper Clam Bay. Irrigation water for 27 holes of golf and landscaping in Pelican Bay is approximately 3.0 MGD, which approximates 26 inches per year of additional rainfall equivalent(Wilson, Miller et. al., 1996). When added to the average rainfall for South Florida of approximately 53 inches per year, the local area has an effective rainfall of approximately 80 inches plus annually. This is significant,particularly when viewed in the context of predictable storm events that have the potential for altering the amount of average rainfall entering the Clam Bay system. The "Pelican Bay Water Management System— Stormwater Detention Volume and Water Budget Analysis" (Wilson, Miller, Barton&Peek, Inc. April, 1996) describes the water management system as being divided into six watershed or drainage basins. Rainfall, including irrigation, reaches the ground and either seeps into the ground or runs off to a stormwater detention area within each system. The stormwater detention plan for Pelican Bay has a standard, permitted design capacity to hold the first inch of stormwater during a 25-year storm event. The stormwater is detained for flood protection and pollutant control. Stormwater discharge is controlled by a series of weirs designed such that the post-development stormwater run-off rate does not exceed pre-development rates. Stated differently, the system is designed to discharge stormwater in the development portion of Pelican Bay in the same manner that it discharged stormwater prior to development. The stormwater discharge is gravity driven and exits the weir system for a final release into Clam Bay. Stormwater runoff from an additional 130 acres of watersheds, outside of Pelican Bay, contributes a supplementary and significant volume of discharge to Clam Bay. This water represents 7.9% of the total stormwater discharge to Clam Bay. 27 CLAMBAYNRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3pa .:...: 'r-+'.:.+'$#ire k t� - , r 4 4 .j Y •,..4,w.-'' ..tl r t Cc- _�4'"'.n s,,L.,.."k/ �-•° *. __— R>! '..,�- 3 "*i...' c_ 4'.17::"'" 1„.r44e.., s.,:N Vi .i t..4.70 R4 2 '04W-+ f. } i«f y� '::-.;';',,4-71,1t, ' F 1 Tr,-44 el0{ Ire i "Y-'4i .' y tai a .��., �•�� S• r t ( s r errs .1RJ� r -.'�;:”" r Yi • !K�'i'• o-} ,,r io ,�Cx'i$4` 4 f 1 i -' <r !'�' . t.r;r','fir.� s ., ,,.,� ! u� tr ti ;Y;.A j ., ft BASIN 4 e`: �r4- . BASIN 3 y 4._' . . BASIN 2 • 's*�, le. toy ,c ., j ,, ,;e, �i ��. ,•+' r e "t BASIN 1 f .',` y "�#�i dk4 .•.�, Rv*L�'it"" .,":App �m s !E' ,, f:.. � 1:c;i BASINS s: •" ', 44 tn.s t :C 7'L� 4 , 'r n,µt 4 " ,.s,� t 't � , fit ,� .5'y ,;, j'. 'ty , y- s} s' .t P>( J r>� fit say. , "- -.x" a.+�..f. (1# Figure 15:Approximate locations of Drainage Basins within the Pelican Bay Development(photo is oriented with north to the left and west down). As the area of Pelican Bay to the east has undergone development, it has increased the impervious surface area,with a concomitant increase in surface runoff,which is eventually discharged to Clam Bay. The daily irrigation water volume enhances the saturation of the uplands which reduces their ability to accommodate rainfall volume, thus effectively increasing surface and groundwater discharge. Groundwater discharge can be commonly observed throughout the eastern side of Clam Bay and is discernible as a very slight sheet flow. Where this water encounters a discharge system, even one that is not operating at peak efficiency(from an engineering, not historical, standpoint), such as Outer Clam Bay, excess water is effectively removed from the system. However, in the northern section, sheet flow was not being efficiently removed at the time of the mid-1990 mangrove die-off due to lack of flow through the forest. Thus, it accumulated, increasing soil saturation and raising the mean water table elevation, and apparently overwhelming the black mangrove's anaerobic soil/gas exchange mechanisms. Mangroves in these areas became stressed and died. The construction of hand-dug flushing channels in the mangrove forest,undertaken as part of the 1998 Management Plan addressed this problem and resulted in the reestablishment of mangroves throughout the die-off area. Inlet Dynamics Clam Pass is a small wave-dominated inlet on the southwest coast of Florida that provides a tidal connection to approximately 570 acres of wetland preserve in the 570 acre Clam Bay NRPA. The relatively small tidal prism of Clam Bay provides a critical balance between tidal flow in and out of the inlet channel and littoral processes moving to the inlet. This affects the inlet hydraulic efficiency over time, especially when littoral transport rates are high due to periods of high wave energy. 28 r CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 The morphologic features of a tidal inlet include ebb shoal, flood shoal, and inlet channel. The flood shoal includes the sand shoals on the bay side of the inlet channel. The flood shoal is less dynamic than the Gulf side of the inlet as it is influenced mainly by tidal flow and sheltered from the varying wave conditions on the open coast side. The ebb shoal features can be explained as a sand bar forming a delta on the open coast side of the inlet. The ebb shoal delta shields the inlet channel from waves and provides pathways for sand transport along the coast to bypass the channel without shoaling the inlet closed. I } 70 '0) C h FiJ7—n el -"`..„..,,,,, ir (\,, . a a \kk,,,,,,,,.....j C. . * ili Figure 16:Ebb and Flood Shoals.Figure provided by Humiston&Moore A stable inlet system requires an ebb shoal feature that prevents rapid shoaling at the inlet mouth. The inlet channel maintains its flow cross-section through tidal flow that scours the channel to required flow area while the waves are moving large amounts of sand along the coast. The stability and dynamics of a tidal inlet are based on the balance of the two forces of tidal flow versus wave-induced current and sand transport. The direction of wave action plays a significant role in the shape and dynamics of the inlet features. Clam Pass is marginally stable but subject to shoaling, and therefore requires regular monitoring to determine if dredging is needed. The relatively small bay area compared to other estuaries in Southwest Florida provides adequate tidal flow to keep the Pass open under typical conditions. The narrow nature of the flood shoal area surrounded by the mangrove forest limits the flood shoal capacity to maintain an equilibrium volume and bypass additional sand to the Gulf and bay waters. The accumulation of sand over long periods of time, especially within the flood shoal and inlet channel, creates additional resistance to flow. This additional resistance causes a reduction in the tidal range within the bay system and consequently reduces the flow through the Pass. If this occurs, maintenance dredging to restore flow rates may be needed. 29 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2,2014 Ver. 6.3 During the 1990's Clam Pass was subject to channel migration as well as closure, and dredging was necessary to keep the inlet open. In 1998 the Pelican Bay Services Division developed the Clam Bay Restoration and Management Plan that was approved by the Collier County Board of Commissioners. The purpose of the plan was to address the mangrove die-off by improving tidal flushing into and out of the mangrove forest areas. This was accomplished through the dredging of Clam Pass and portions of the interior creeks within the system, as well as the construction of a network of hand-dug channels throughout the original die-off area and several other areas that were exhibiting stress. The implementation of the Clam Bay Restoration and Management Plan resulted in a significant increase of the tidal prism compared to conditions prior to 1999 and the eventual recovery of over 90%of the original mangrove die-off area. In addition to the 1999 dredging, dredging occurred in 2002,2007, and 2013. The 2013 dredging took place following inlet closure in late 2012 after the passage of Tropical Storms Debbie and Isaac and high-energy wind and wave conditions. The inlet was reopened in April, 2013 and tidal exchange between the bay and the Gulf of Mexico was restored to near design levels. Chapter 5.0 of this Management Plan outlines the scope of the monitoring efforts and factors that will be considered prior to a determination to dredge Clam Pass. Water Quality During the initial environmental permitting of Pelican Bay,the agencies required water quality testing within the Pelican Bay subdivision and the Clam Bay estuary to help evaluate the impact of development on Clam Bay. The water quality testing program was first implemented by the Pelican Bay Improvement District(PBID) starting in the early 1980's. In 1990 the PBID became the Pelican Bay Services Division(PBSD), a dependent Division of Collier County. The PBSD continued the testing program after 1990. The PBSD is currently the responsible entity for the testing program. The water quality testing is performed at several sample points within Pelican Bay and Clam Bay. The sample point locations are shown on the Figure 17 on page 31. There are currently nine sampling locations within Pelican Bay and Clam Bay. Sample points W-7(located in the creek near the north Pelican Bay Foundation boardwalk); W-6 (located in the creek near the south Pelican Bay Foundation Boardwalk); W-1 (located near the kayak launch area at the southern end of Outer Clam Bay);North Seagate(located on the north side of the Seagate culverts between Venetian Bay and Outer Clam Bay); and Upper Clam Bay(located at the very north end of Upper Clam Bay) are within Clam Bay, and are categorized as Class II waters by the Florida Department of Environmental Protection(FDEP). The remaining four sampling points are PB-13 (located north of the Sandpiper parking lot on both sides of the berm); PB-11 (located between the St.Maarten condominium and the Commons on the east side of the berm); Glenview(located between the Glenview and Stratford condominiums on the east side of the berm); and St. Lucia (located adjacent to the St. Lucia condominium on the west side of the berm), which are located in the stormwater treatment portion of the property(Class III waters) within Pelican Bay. 30 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Ibt71 .4 t �'`'� ;; ( 0' 9Y" • • 1 ',i } Jit e .t.,, .-,...,, ,T :.,,,...t..--;t, ,4 '1 I Ar '''f. ' .- Ii, t k' � :: '.. , y ,, 1 d 'Y J' '„.,0.,.;, 0. �t qqa,- t i+t r 4�`„ (( �tx ft`a r. i 1:1--t �,..�,, � .i. _ • Y#e t Y t �' r 'i✓ , . i. t + k,4 baa ` cifkk ��F ;�, p, r3 may" �� 'Ili"- s ;J1Y/ >• iR: • 1 ' ti { 1. 1vI. a,. 'it'•- fi '�S`R{ ' •I.:: 1E 'Y r " ,,� ` 1., . Jr A.,,,:k 4 1.).et';''‘ 7, y- ..`t� q., +yam- I f --`se. � y` ti..„._ '�;:.;.:. fid V;f F_R" A,- ' .i Y s. [Ail , , ,,r. ,,,,,.. \tiji\....:-- ,;,' -11,. -^t, ,"! .: Y . �! -,_.4-' P\'tom%n4 . fiV a'rdl 411 f. f " • f� r� ' lF ' Ptx )/L % A In , lon : 7 .!'k Ii'A.,, tF:"SE� , 1 tir• R1:�D:.t,-,.. xi,'-6 11: s t,,./-0 s�S2: ..Iit --.� �:w.. • ,Ki�*�v ,=?' .133. _ _ Figure 17. Water Quality monitoring locations within the NRPA Boundary 31 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Water quality sampling is conducted within the Clam Bay system on a monthly basis. The samples are collected by PBSD staff and transported to the Collier County Pollution Control laboratory for processing. Parameters sampled and collected, include: • Field pH • Field Temperature • Field Salinity • Field Dissolved Oxygen • Ammonia • Carbon—Total Organic • Chlorophyll a • Copper(added to the parameter suite in 2013) • Nitrate-Nitrite (NO3-NO2) • Nitrite (NO2) • Nitrogen—Total Kjeldahl • Orthophosphate (0PO4) • Pheophytin • Phosphorus - Total • Residues—Filterable (Total Dissolved Solids (TDS)) • Silica(Si02) Water quality sampling results of nutrient loading seem to indicate that the development stormwater management system is doing its job. No evidence of nutrient loading has been observed within the Class II waters though several spikes and elevated nutrient(nitrogen and phosphorus P) levels have been observed from the testing locations along the berm. It is believed that the spikes observed are correlated with fertilizer application within the community. The FDEP conducted water quality sampling within the Clam Bay NRPA in 2011 and 2012. Based on their sample results, FDEP had made an initial determination that Clam Bay could be impaired for both dissolved oxygen (DO) and copper. As a result of coordination between FDEP, PBSD, the Pelican Bay Foundation, and involved consultants, FDEP made a determination that the oxygen levels in Clam Bay were natural, and the system was not listed as impaired for DO. TMDL(Total Maximum Daily Load) is defined by the FDEP as the maximum amount of a given pollutant that a surface water can absorb and still meet water quality standards. FDEP did determine that the Clam Bay System was impaired for copper and placed the Clam Bay system on the Everglades West Coast verified list for copper with medium TMDL priority (5 to 10 years for TMDL development). Subsequent copper testing undertaken by PBSD has also shown periodic elevated levels of copper within the Clam Bay Class II waters. The PBSD is developing an upland stormwater and nutrient management program that is designed to reduce nutrient and copper inputs into the stormwater system. Once completed, this program can be given to FDEP for review. If the FDEP is satisfied with the anticipated reduction of copper resulting from the implementation of the plan, the system could be removed from the impaired list. While the 32 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 upland nutrient management plan is not part of this Management Plan,PBSD will work closely with the Pelican Bay Foundation to coordinate and share information and to integrate management decisions and activities into this Management Plan where appropriate. Archaeological Resources The Florida Division of Historical Resources Master Site File lists three known archaeological sites within the Clam Bay NRPA boundary. All three are located within the mangrove forest habitat. Two of the sites (CR476 and CR547) are located north of the Pass and south of Inner Clam Bay. The third site (CR576) is located south of the Pass and north of the Clam Pass Park boardwalk. Site CR476 is identified as a prehistoric campsite and shell midden possibly supporting the use of several cultures dating from 8500 B.C. to A.D. 1700. Sites CR547 and CR576 are identified as shell middens which were in use between 100 B.C. and A.D. 1700. All three of the sites are within the mangrove forest and outside of the footprint of any previous or future anticipated dredging activities. Recreational Use The Clam Bay NRPA provides a variety of opportunities for recreation, such as walking, kayaking, canoeing,paddle-boarding, swimming, fishing, and snorkeling. Many Collier County residents and visitors enjoy the natural environment of the preserve. Recent stakeholder input, as well as prior reports, supports the use of the Clam Bay NRPA for low-impact recreation. It is important that all who participate in recreational activities within the system do no harm to the flora, fauna and water quality of the Clam Bay NRPA. Clam Bay's dense forest of mangroves significantly limits walking in the preserve. Most walkers seeking to enjoy the rich natural environment of Clam Bay use the three boardwalks that cross the preserve and provide access to the beach. Residents and guests of Pelican Bay use the northern and middle boardwalks. The southernmost boardwalk is open to the public and accessed from the parking lot at the south end of the system. Trams are used on all three boardwalks to transport those choosing not to walk on the boardwalk to the beach. Fishing and swimming are popular pastimes. Fishing can be done from the boardwalks and canoes or by wading into the water. Swimming is usually confined to the beach areas, but some swimmers and waders, if conditions permit, venture into Clam Pass. Kayaks, canoes, and paddleboards are used by those wanting to enjoy the natural setting and serenity of Clam Bay's waterways. There is a public launching area for non-motorized vessels adjacent to the parking lot at the south end of Outer Clam Bay. There is also a launch area for canoes and kayaks for 33 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Pelican Bay residents on the northern boardwalk. The canoe/kayak trail is clearly designated by canoe trail markers from Outer Clam Bay to Upper Clam Bay. Occasionally, motorized vessels, including boats,jet-skis or other personal watercraft, have been observed operating in a manner that may be in violation of Florida Statutes. Appropriate County Ordinances regarding vessel operation may be sought in the future to ensure that Clam Bay remains a safe environment for all recreational users. 34 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 4.0 Management Plan Goal and Supporting Objectives The following goal and supporting objectives for the management of the Clam Bay Natural Resource Protection Area(NRPA) were developed in accordance with the directives of the Collier County Board of Commissioners (BCC) and the Pelican Bay Services Division (PBSD), which serves as an advisory board to the BCC. The goal and supporting objectives were formed in conjunction with stakeholder input and are based on the management issues present in the NRPA as well as the purposes for which the land is held in public trust. The Clam Bay NRPA requires active management to ensure its long term health. The goal and supporting objectives set forth in this plan should not appreciably change over time, but management techniques and strategies may be modified to appropriately manage the NRPA. Annual reports documenting the results and analysis of all monitoring activities over the course of the previous year will be completed, and the results presented at one of the PBSD's announced monthly meetings. The ability to implement specific objectives of the management plan is dependent upon available administrative and financial support. Therefore, activities will require prioritization to remain within available funding. Management strategies will be reviewed annually and adapted as needed. GOAL The goal of the Clam Bay NRPA Management Plan is to establish the basis for management activities that will be undertaken to protect the health of the Clam Bay NRPA estuary. Objectives to support this goal include: 1. Maintain and protect the native floral and faunal communities within the Clam Bay NRPA 2. Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA 3. Monitor and maintain water quality within the Clam Bay NRPA 4. Monitor archaeological sites within the Clam Bay NRPA 5. Ensure recreational activities are environmentally compatible within the Clam Bay NRPA These objectives were formed to allow for adaptive management, whereby the compilation and analysis of all data will occur holistically and provide direction to adjust strategies to better achieve the goal. 35 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Objective 1—Maintain and protect the native floral and faunal communities within the Clam Bay NRPA A. Maintain healthy, native floral and faunal populations. • Establish plots and photo points in Scrub and Hammock habitats and monitor periodically. • Monitor established plots in the mangroves periodically. • Monitor established transects in the seagrasses periodically. • Update a list of observed wildlife periodically. • Monitor benthic organisms periodically. B. Protect Listed Species. • Monitor gopher tortoise burrows periodically. • Report Collier County's sea turtle nesting findings as they become available. • Update the species list in the NRPA as new species are sighted. • Conduct appropriate wildlife surveys in association with disturbance events. • Update educational information on species, such as the Clam Bay Guide, as needed. C. Remove Exotic and Nuisance Flora and Fauna. • Locate and identify exotic, nonnative, and nuisance species. • Remove, or report to the responsible entity for removal, Category I and II invasive exotic species and nuisance species as needed. 36 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Objective 2—Ensure the estuary has adequate tidal and freshwater flows to maintain ecological health within the Clam Bay NRPA A. Identify the minimum tidal flow necessary to ensure a healthy ecosystem. Provide sufficient tidal exchange to maximize benefits while minimizing negative environmental impacts. • Conduct periodic bathymetric surveys of Clam Pass. • Conduct periodic analysis of tidal data. • Maintain tidal gauges. • Conduct bathymetric surveys of interconnecting waterways when needed. • Determine through regular biological monitoring whether ecological health warrants intervention strategies. • Seek appropriate federal and state permits to dredge Clam Pass or interconnecting waterways if needed. • Monitor identified variables of Clam Pass conditions to determine when dredging is needed. (See Chapter 5.0 and Appendix 5 for information on variables.) B. Ensure appropriate freshwater inputs and drainage. • Conduct periodic monitoring of hand-dug channels. • Perform periodic maintenance of selected sections of hand-dug channels. • Develop intervention strategies if data document the need. Objective 3—Monitor and maintain water quality within the Clam Bay NRPA A. Develop a long-term water quality program that ensures a sustainable healthy environment for all users. • Continue a program of water quality data collection, making certain that all protocols and sampling locations comply with FDEP guidelines and standards and address the Site Specific Criteria approved by FDEP. • Review and report water quality data, including comparison to historical data and in conjunction with biological data. • Develop intervention strategies when standards are not met. • Enter data into STORET system on an annual basis. • Develop a plan to address copper impairment in Clam Bay. B. Support programs for controlling water pollution from point and nonpoint sources. • Support Best Management Practices for fertilizer and irrigation use in Pelican Bay. • Support programs to reduce algae levels in upland stormwater ponds in Pelican Bay. • Support programs to reduce additional copper input into stormwater ponds in Pelican Bay. 37 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Objective 4—Monitor archaeological sites within the Clam Bay NRPA A. Monitor conditions of known archaeological sites. • Review historical records of Florida Division of Historical Resources (DHR) on known archaeological sites. • Inspect known archaeological sites periodically. • Report findings as appropriate to DHR. B. Implement strategies for the protection of archaeological sites as needed. Objective 5—Ensure recreational activities are environmentally compatible within the Clam Bay NRPA A. Monitor access and the condition of the facilities for recreational uses. • Report vegetation needing to be trimmed to the responsible entity. • Report litter needing to be removed to the responsible entity. • Report facilities needing to be repaired or replaced to the responsible entity. B. Maintain existing canoe trail. • Inspect signage periodically. • Repair or replace trail marker signage as needed. • Repair or replace caution seagrass and shoaling signs as needed. • Revise and/or reprint the Canoe Trail Guide as needed. C. Maintain existing signage for safe swimmer and boater usage. • Inspect signage periodically. • Repair or replace signage as needed. D. Monitor use of facilities/area for recreational uses. • Encourage citizens to report unsafe or environmentally harmful use. • Coordinate with responsible entity to enforce the laws and regulations as needed. • Continue to support the use of the Clam Bay NRPA for low-impact recreational uses. E. Maintain materials to educate visitors about the unique features of the Clam Bay NRPA. • Inspect educational signage periodically. • Report signage needing repair or replacement to the responsible entity. • Update Clam Bay Guide as needed. 38 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 5.0 Clam Pass Dredging A. Dredging Policy There are two circumstances that could necessitate dredging Clam Pass. 1. Clam Pass closes completely due to a storm or natural event or is in eminent danger of immediate closure following a weather driven event and such conditions are decided by competent professionals to be uncorrectable through the dynamics of natural hydrological and meteorological processes. In this situation the inlet should be dredged as soon as possible. 2. The inlet has lost hydraulic efficiency and is jeopardizing the health of floral and faunal communities of the Clam Bay NRPA. This determination is made by reviewing and comparing current and past data from tidal hydraulic and bathymetric monitoring data. In both cases the PBSD Board would, after consultation with and advice from its consulting coastal engineer, approve and recommend an appropriate set of construction drawings for the dredging event to the BCC for its approval prior to the submittal to the regulatory agencies. Dredging will only be done for the health of the Clam Bay NRPA, not for navigation or beach renourishment. Beach-compatible sand removed as part of the dredging event will be spread on adjacent area beaches, as required by the permitting agencies. B. Dredging Criteria The purpose of regular monitoring is to evaluate inlet characteristics on a comprehensive long term basis with less emphasis on short term or seasonal changes. To monitor the stability of Clam Pass, data on the four variables listed below will be regularly collected. They will be reviewed by the consulting engineers. If data are not within the identified target ranges for the variables, further monitoring and/or intervention will be considered. See Appendix 5 for additional information on the dredging criteria. 1. Bay Tide Range Tidal range data have been collected annually since 1999 and will continue to be collected and reported to the consulting engineer at least quarterly. An annual tidal analysis report will be included with the annual report. Data are collected from gauges at four locations (Clam Pass Park Boardwalk, Pelican Bay South Boardwalk, Pelican Bay North Boardwalk, and Upper Clam Bay). These gauges provide a record of the tidal range within Clam Bay and are one indication of the tidal prism or volume of water flowing through Clam Pass at each tidal cycle. 39 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Based on an analysis of data from the gauges at the South Boardwalk and Clam Pass Park Boardwalk from 1998 to the present when the inlet was hydraulically stable,the ratio between Clam Bay and Gulf tide was between 0.6 and 0.7 over 90%of the time. Therefore, if the ratio between Clam Bay and the Gulf tide falls below 0.6, but above 0.5, further monitoring will be considered once it has been established that other types of blockage are not causing the problem. If the tidal range ratio falls below 0.5,physical monitoring of, or interventions to,potential shoaling areas that could be impeding flow will be considered. 2. Cross Section of Flow Area and Volume of Shoaled Material Annual bathymetric surveys and reports were completed from 1999 to 2008. Bathymetric surveys provide data on the physical conditions of the inlet channel, ebb shoal and flood shoal. Post-dredging bathymetric surveys and reports were completed at 3-month, 6-month, and 12-month intervals following the opening of Clam Pass in April 2013. Beginning in 2014,bathymetric surveys and reports will be issued at least annually. Additional surveys will be considered if the hydraulic efficiency falls below target levels. To establish benchmarks or targets for flow area and volume of shoaled materials,the data analysis included evaluation of the flow cross-section areas in the three main sections of the dredging region. Section A represents the inlet channel, Section B the seaward part of the flood shoal, and Section C the bay side part of the flood shoal. ‘410 a ' Section C . Section A ' , f Figure 18:Sections A, B and C of Clam Pass The analysis included evaluation of the cross-section of flow between mean high water and the volume of sand within each segment. The cross-section of flow was computed at each survey station spaced approximately 50 feet apart. The average and minimum cross-section areas were used as indicators of 40 CLAM BAY NR PA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2,2014 Ver. 6.3 the physical condition of the flow area of the three segments. The cross-sections were compared to the design cross-section area of the 2013 dredging and the inlet conditions in 2004 and 2008 when inlet conditions were near equilibrium 24 months and 16 months, respectively, following dredging events. Targets for the average cross-section of flow areas: Section A greater than 300 sq. ft. Section B greater than 450 sq. ft. Section C greater than 450 sq. ft. Targets for the minimum cross-section flow areas: Section A greater than 250 sq. ft. Section B greater than 350 sq. ft. Section C greater than 350 sq. ft. Targets for volume of shoaled materials: Section A less than 3000 cu. yds. Section B less than 2500 cu. yds. Section C less than 4000 cu. yds. Therefore, if the average cross-section of flow area falls below these numbers or the volume of shoaled material exceeds these numbers, further monitoring or intervention may be needed. 3. Inlet Channel Length The channel length is an important factor in inlet stability. A longer inlet channel will provide greater resistance to flow. Higher flow resistance will reduce the tidal range and increase the phase lag with the Gulf tide that reduces the tidal prism and flow through Clam Pass. To establish a benchmark for channel length a selection of aerial photos of Clam Pass from 2004 to 2013 was studied as well as data on the approximate length of the channel following dredging events in 2002,2007, and 2013. Based on this analysis,the benchmark for inlet channel is to stay under 400 feet in length. Inlet channel length will be recorded at least annually and included in the annual report. 4. Ebb Shoal The size and shape of the ebb shoal is a key factor to the stability of the inlet that, in turn, supports the stability of Clam Pass. The ebb shoal helps to keep the inlet open when facing storms and big wave events. The ebb shoal provides sheltering to the channel and a sand bypass pathway around the inlet without filling in the Pass. The shape and volume of the ebb shoal are additional indicators of the stability of the inlet. Critical conditions include onshore collapse of the ebb shoal that can be indicated by significant change in ebb shoal offshore distance, volume, and increase in dry beach areas adjacent to the inlet. 41 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 To determine a target for the ebb shoal delta, data from April 2013 to April 2014 were reviewed. The ebb shoal position offshore is measured from a line connecting the north and south channel banks at mean high water out to the -4.0 foot contour line. The recommended length of the seaward extent of the ebb shoal is at least than 250 feet. The ebb shoal distance from shore will be recorded at least annually and included in the annual report. A summary of criteria for dredging is presented in the table below. Dredging Criteria Parameter Summary Location Target Description Bay Tide Range Ratio >0.6 ratio comparison of the interior and Gulf tidal ranges A Average>300 sq ft Not less than 250 sq ft Cross Sectional Area B Average>450 sq ft area in different locations of the Pass Not less than 350 sq ft through which water can flow C Average>450 sq ft Not less than 350 sq ft A <3000 cu yds quantity of sand and sediments within Volume of Shoaled Material B <2500 cu yds channel that can restrict flow C <4000 cu yds Inlet Channel Length <400 feet distance water must flow through the beach and ebb shoal areas Ebb Shoal >250 feet distance from shore to the outer ebb shoal limits C. Dredging Construction 1. Typical Cross-Sections for Dredging Typical cross-sections for the suggested dredge design are provided below. When dredging is deemed necessary,the design cross-section area as stated in the design range, with consideration to existing conditions,will be followed. Minor modifications to this dredging template may be needed for future permitting. Typical cross-sections are shown for open areas in Sections B and C where the waterway is wider than the target cross-section. In areas where the waterway is limited by mangroves,the width of the cut will be limited to maintain a minimum of a five-foot buffer to the mangroves. In Sections B and C where seagrasses may be present every effort will be made to avoid dredging activities that would be harmful to seagrasses. 42 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 2013 Target Proposed Dredged Area Design Area area '* Below 312 300 300 MHW 8 6— SECTION A - TYPICAL -^--SECT iOH A= .. ;- o - CRANK VARIES IAHW(+0.33') -2- I z - i SUESIN Oiz -s-. ma IntPtATE 1-..a•'top) W - -9- __..SO' -I0-- - NORTH SOUTH -12 -200 -1150 -100 -§0 0 50 100 150 200 DISTANCE FROM CENTER (FEET) Figure 19: Typical maintenance dredging cross-section—Inlet Channel—Section A figure provided by Humiston& Moore) 43 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 2013 Target Proposed Dredged Area Design Area areaOtt.s Below 650 450 450 MHW e e 8— SECTION B — TYPICAL 0 4— > - Z v .MN* (+0.33') Z_ A srotstomitt it rt F—4 ! mom tut(-co'kJ") —6— t W _....100'_._. -a- -IC- - NORTH f SOUTH 12200 —150 —100 —40 0 So i6o 150 200 DISTANCE FROM CENTER (FEET) Figure 20:Typical maintenance dredging cross-section—Seaward Flood Shoal—Section B figure provided by Humiston& Moore) 44 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Cubic yards 2013 Target Proposed Dredged Area Design ` - scc,:o l Area area . Below 530 450 450 MHW is a 8- SECTION C - TYPICAL • !_ 2- .uHw(.053') r$ 0r y,-2- �1 131#x011 11,1•01 F-!- ascr cur Pad•u ') loo'--- • -a- -lo- NORTH SOUTH -12200 -1'50 -ioo - -SO d sO tbo ido 200 DISTANCE FROM CENTER (FEET) Figure 21: Typical maintenance dredging cross-section—Bayside Flood Shoal—Section Cgure provided by Humiston& Moore) 45 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 6.0 Authorized Construction Activities List of Permits for Work Undertaken to Date and Relevant Legal Framework FDEP and USACE 10-year permits will be sought in conjunction with this new Management Plan, after the application is approved by the PBSD and BCC. The permits will allow for ongoing maintenance activities to continue along with occasional removal of material by dredging within a discreet area of Clam Pass in order to maintain the existing tidal regime within the system. Any changes to the submitted dredging scope or other new management initiatives will be reviewed by the PBSD Board and Collier County Commissioners before seeking any additional permit(s) which may be necessary for the modified activities. Additional investigations which may be undertaken at a later date to look at, for example, faunal investigations, more in-depth water quality concerns, or other issues that may arise as a result of stakeholder discussions could also necessitate permitting which will have to be reviewed by the PBSD and BCC prior to any such permit applications being submitted. This Management Plan is specifically tasked to maintain the improvements and benefits already realized and to insure that the restoration success observed to date is continued. Dredging for navigation or beach renourishment will not be done. Appendix 1 contains the timeline of important events within the Clam Bay system and a list of authorizations and brief details related to existing and historical permits issued for the Clam Bay system. 46 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 7.0 Clam Bay NRPA Management Plan Amendments The Management Plan is not expected to be a static document, and ongoing research will be conducted and data collected related to water quality,hydrographic changes in the various areas of the system, benthic community health, mangrove community health, exotic and nuisance vegetation control, and public education. Conclusions,recommendations, or alternative management activities that come about as a result of studies conducted outside of the scope of this Management Plan will be examined and considered by the Pelican Bay Services Division and its consultants. Those modifications that are found to be pertinent and economically feasible alternatives or additions allowed under the scope of this Management Plan will be added to the Management Plan. Those changes in Management activities or new work items that are outside of the scope of the Management Plan but are considered important or practicable by the Pelican Bay Services Division and its consultants will be submitted to FDEP and USACE for consideration and inclusion into this Management Plan. 47 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Clam Bay NRPA Management Plan Stakeholder Groups and Review Agencies Review Agencies City of Naples Collier County Natural Resources Michael R. Bauer,J.D., Ph.D. Bill Lorenz 295 Riverside Circle 2800 N Horseshoe Dr Naples, FL 34102 Naples, FL 34104 Collier County Parks and Recreation Florida Dept. of Environmental Protection Maura Kraus/Barry Williams Megan Mills 15000 Livingston Rd P.O. Box 2549 Naples, FL 34109 Fort Myers, FL 33902 Florida Fish &Wildlife Conservation Comm. Florida Fish & Wildlife Conservation Comm. Habitat& Species Conservation Div. Boating&Waterways Section 3829 Tenoroc Mine Rd 620 South Meridian St Lakeland, FL 33805 Tallahassee, FL 32399 National Marine Fisheries Service South Florida Water Management District 263 13th Avenue S Laura Layman St. Petersburg, FL 33701 2301 McGregor Blvd Fort Myers, FL 33901 U.S. Army Corps of Engineers U.S. Fish and Wildlife Service Tunis McElwain 1339 20th Street 1520 royal Palm Square Blvd, Ste 10 Vero beach, FL 32960 Fort Myers, FL 33919 Stakeholder Groups/Individuals Collier County Audubon Conservancy of Southwest Florida 1020 8th Avenue S, Ste 2 1450 Merrihue Dr Naples, FL 34102 Naples, FL 34102 Mangrove Action Group Naples Cay Association P.O. Box 770404 40 Seagate Dr, Ste 1206 Naples, FL 34107 Naples, FL 34103 Paradise Coast Paddlers Club Pelican Bay Foundation 2392 Clipper Way 6251 Pelican Bay Blvd Naples,FL 34104 Naples, FL 34108 Pelican Bay Property Owners Association Seagate Property Owners Association 801 Laurel Oak Dr, Ste 600 P.O. Box 3093 Naples, FL 34108 Naples, FL 34106-3093 Sierra Club—Calusa Group Southwest Florida Paddling Club 6075 Pelican Bay Blvd, #703 20991 S Tamiami Trail Naples, FL 34108 Estero, FL 33928-2838 48 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Tall Tales Bait and Tackle The Ritz-Carlton Naples 841 Vanderbilt Beach Rd 280 Vanderbilt Beach Rd Naples, FL 34108 Naples, FL 34108 The Seasons at Naples Cay Condo. Assoc. Waldorf Astoria Naples 81 Seagate Dr, #3000 475 Seagate Dr, Naples,FL 34103 Naples, FL 34103 Diane Solomon Brown & Stuart Brown Sandra J Doyle dianesolomonbrown@me.com naplespatriots@comcast.net Anne Georger Brandon Lampe ageorgerl@gmail.com brandonlampe@rocketmail.com Diane Lustig &Leon Lustig Linda Roth lustigl@embargmail.com LOR3LOR3@aol.com Missy Travis &Pat Travis Mary McLean Johnson missy.travis@gmail.com 6573 Marissa Loop#1501 ptravis@delotte.com Naples, FL 34108 49 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 Clam Bay NRPA Management Plan Bibliography 1. Collier County Natural Resources Department. Clam Bay Natural Resources Protection Area Management Plan Draft,technical paper-4th'rev.Nov 21, 1994. 2. Collier County. Executive Summary—Approval of Clam Bay Natural Resources Protection Area(NRPA). 21 Feb 1995. 3. Crewz, David W., 1989, Clam Pass Park mangrove damage, Department of Natural Resources Interoffice Memorandum. 4. Crewz, David W. Florida. Department of Natural Resources. Clam Pass Mangrove Damage. Interoffice Memo, May 1989. 5. Department of Environmental Regulation, 1981, Diagnostic and Feasibility Study for Moorings Bay, Collier County, Florida. 6. Gee &Jensen Engineers, Architects and Planners, Inc., 1978, Hydrographic Study Clam Bay System Collier County, Florida for Coral Ridge- Collier Properties Inc., report. 7. Hartwell, Richard W., Hatcher, James M., Grabe, Stephen, August 1994, Clam Bay Natural Resources Protection Area(NRPA), Collier County Environmental Services Division, Publication Series NR-SP-94-01,technical paper. 8. Hawkins, Mary Ellen, Obley, Ross P., "Pelican Bay-Visit and Revisit." Urban Land Vol. 40, No 11. (December 1981) 21-27. 9. Heald, Eric J., Tabb,Durbin C., Roessler,Martin A., Beardsley, Gary L., Ward, Gerlad M., Durrance, Dallas H., Yeend, John S., 1978, Carbon Flows in Portions of the Clam Pass Estuarine System, Collier County, Florida, Tropical Biolndustries Company and Gee and Jenson, Engineers-Architects-Planners, Inc.,technical paper. 10. Heald, Eric J., Roessler, Martin A., December 1979, Invertebrate Population Studies in the Vicinity of Upper Clam Bay, Collier County, Florida, Tropical Biolndustries,technical paper. 11. Heald, Eric J., July 1983, Populations of Melampus coffeus and Cerithidea scalariformis West of Upper Clam Bay, Collier County, Florida, Tropical BioIndustries, Inc., technical paper. 12. Heald, Eric J., July 1983, Fish Populations of Tidal Ponds West of Upper Clam Bay Collier County, Florida, Tropical Biolndustries, technical report. 13. Humiston and Moore Engineers. 2007. Clam Pass Restoration and Management Plan Bathymetric Monitoring Report No. 8. 50 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 14. Humiston and Moore Engineers. 2010. Clam Pass Restoration and Management Plan Bathymetric Monitoring Report No. 12. 15. Humm, H.J. and Rehm,A.E. 1972. Ecological Appraisal an Ecological Study of the Clam Pass Complex. Study for the Collier Company at Clam Pass Properties. Tri-County Engineering, Inc. TCE Project No. 1516. 16. Lewis, Roy R., and Marshall, Michael J. Lewis Environmental Services. First Annual Report, #2; One year after flushing channel construction. 1997. 17.Natural Resources Conservation Service. United States Department of Agriculture. Soil Survey of Collier County Area, Florida. 1998. 18. PBS&J, Inc., Clam Bay System Data Collection and Analysis. October 2009. 19. Tackney&Associates, Inc., Preliminary Hydrographic Assessment Clam Bay Systems. August 1996. 20. Tri-County Engineering, Inc., 1971, Tidal Datum Plane Determination for the Collier Company. 21. Tri-County Engineering, Inc., Sarkar, Chiranjib K. Hydrographic Investigation of the Clam Bay System, Technical paper. October 1972. 22. Tropical Biolndustries and Missimer and Associates, Inc., A Comparative Study of the Water and Carbon Flows of Upper Clam Bay,technical paper. June 1979. 23. Turrell &Associates, Inc. Environmental Assessment Northwest Fill Area for Pelican Bay, technical paper. February 1979. 24. Turrell and Associates, Inc. and Humiston & Moore. "Clam Pass Inlet Management Plan Interim Report No. 1". July 1995. 25. Turrell, Hall &Associates, Inc. 2009. Clam Bay Restoration and Management. Biological Monitoring Report. Eighth Annual Report No. 11. 26. Wilson, Miller, Barton &Peek, Inc. Pelican Bay Mangrove Investigation, Pelican Bay Water Management System-Stormwater Detention Volume and Water Budget Analyses. April 1996. 27. Worley, Kathy and Jeffrey R. Schmid. "Clam Bay Natural Resource Protection Area(NRPA) Benthic Habitat Assessment- Report for the Contract Agreement Between Pelican Bay Property Owners Association (PBPOA), Pelican Bay Foundation, Inc. (PBF), and the Mangrove Action Group (MAG), and the Conservancy of Southwest Florida(CSWF). Dec 2010. 51 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 APPENDIX 1 - TIMELINE OF IMPORTANT EVENTS WITHIN THE CLAM BAY NRPA AND A LIST OF PERMITS FOR WORK UNDERTAKEN IN AND AROUND THE CLAM BAY NRPA Al Appendix 1 —Timeline of Important Events within the Clam Bay NRPA and a List of Permits for Work Undertaken in and Around the Clam Bay NRPA Timeline of Important Events Within the Clam Bay System 1920 A dirt road is built by Forest Walker running from the northeast to the south portion of Pelican Bay,a forerunner of US 41. 1952 Vanderbilt Beach Road is constructed, eventually severing connection with the Wiggins Pass system to the north. 1958 Construction of Seagate Drive is completed severing flow into and out of the mangrove swamps to the south. This area was subsequently dredged and excavated to become Venetian Bay. - -* ? .."1,.. °0 SN-1I.-9` kr' ? - -''' �^, i� L ,, Vanderbilt Lagoon . � , �. rt . V +.. •: 4.. , . f . Upper Clam Bay +°^'' ^F Venetian Bay ' Outer Clam Bay Circa 1952 Aerial Photograph Circa 1960 Aerial Photograph Figure 2: Historic aerials 1972 Tri-County Engineering produces reports: • An Ecological Study of the Clam Pass Complex,published by Humm &Rehm • Hydrographic Investigation of the Clam Bay System Coral Ridge-Collier Properties, Inc. (a partnership between Westinghouse and Collier Properties)acquires the property and initiates development of Pelican Bay. 1974 Pelican Bay Improvement District(PBID) is formed to manage common property in Pelican Bay and provide for long-term sustainable infrastructure. 1976 Al - 1 Three,bi-directional 24-inch culverts are placed under Seagate Drive to provide hydrologic connection to Venetian Bay. The report"Environmental Assessment for Development Approval"is prepared for Pelican Bay. Clam Pass closes and is mechanically dredged by dragline to re-open the entrance;no records of quantities or dredge limits are available. 1977 Pelican Bay PUD is approved, and construction commences. 1977-1979 Gee&Jensen Hydrographic Engineers conduct a series of tidal studies within the system and distribute"A Hydrographic Study Clam Bay System"in 1978. 1978 Tropical Biolndustries produces a report: Carbon Flows in portions of the Clam Pass estuarine system. Ecological assessment work by Tropical Biolndustries for permitting of the northwest fill area notes a small area of stressed and dead mangroves close to Upper Clam Bay. 1979 An Environmental Assessment of the northwest fill area is distributed(Turrell, 1979). Tropical BioIndustries produces biological reports: • A comparative study of the water and carbon flows of Upper Clam Bay • Invertebrate Population Studies in the vicinity of Upper Clam Bay 1981 Clam Pass closes and is mechanically dredged by dragline to re-open the entrance;no records of quantities or dredge limits are available. WCI,the developers of Pelican Bay,transfers title to Clam Bay to Collier County with the stipulation that Clam Bay shall remain a conservation/preservation area in perpetuity. 1982 WCI deeds Clam Pass Park and Clam Bay to Collier County,and in accordance with the Pelican Bay PUD,requires the County to seek approval of WCI or its successors for any modifications to Clam Bay. 1983 Tropical Biolndustries produces biological reports: • Fish populations of tidal ponds west of Clam Bay • Populations of Melampus coffeus (Coffee bean snail) and Cerithidea scalariformis (Ladder hornsnail) west of upper Clam Bay. 1986 Collier County constructs a 2,900 foot boardwalk to provide access to the county park, south of Clam Pass. Al -2 1988 Clam Pass closes twice,first in the spring and again in the late fall after Tropical Storm Keith (November 23, 1988). 1989 Small areas of stressed and dying mangroves are noted by residents in the basin west of Upper Clam Bay and east of The Strand in Bay Colony. A Department of Natural Resources(DNR) interdepartmental memo highlights the cause of the stress as"the lack of adequate water circulation resulting from the closure of Clam Pass". The first emergency dredging permit is received from DNR to re-open a clogged Clam Pass, following a memo by David Crewz to the DNR highlighting problems and danger if the Pass was not reopened. Clam Pass is mechanically dredged to re-open. Approximately 700 cubic yards of material are removed from the mouth of the inlet and the south bend of the channel. Material is placed south of the Pass. Multiple closures of the inlet occur during the construction process. 1990 PBID becomes a dependent district of Collier County called the PBSD. 1992 The area of dead mangroves is reported to be 7 acres. 1994 Twenty acres of mangroves are reported dead. 1995 Clam Bay is approved by the BCC as Collier County's first NRPA (See NRPA boundary map on page 6 of this report). Clam Pass closes following a winter storm event. An emergency dredging permit is issued allowing for the opening of the Pass,but no work farther back than 600 feet. Mechanical dredging is undertaken removing approximately 5,000 cubic yards of material from the entrance of the pass. 1996 Clam Pass closes following a winter storm event. Permits to open Clam Pass are received from the Florida Department of Environmental Protection(FDEP), formerly DNR,and US Army Corps of Engineers(USACE). Mechanical dredging is carried out at the entrance of the Pass. Blasting and hand excavation to connect isolated waterbodies in Upper Clam Bay were permitted and completed in 1997. Mangrove die-off area is estimated to be 50 acres. 1997 Clam Pass,on the verge of closing following a winter storm event, is mechanically dredged again under modification to the 1996 Permits. Interior portions of the flood shoal are dredged to station 6+10. 1998 Al -3 Clam Pass is on the verge of closing again following a winter storm event. A mechanical maintenance dredging event is carried out under modification to the 1996 Permits. Interior portions of the flood shoal are dredged to station 6+10. Ten-year permits are received from FDEP and USACE for dredging Clam Pass and the interior channels,including adjustments to the Seagate culverts and installation of hand dug channels throughout the system. Associated monitoring work and storm and freshwater studies are required. 1999 Dredging work associated with the CBRMP is implemented(managed by the PBSD)in the spring by Ludlum Construction Company. Hydraulic dredging of Cuts 1,2, 3,and 4(see attached Exhibits)are carried out. A 30 foot entrance cut is dredged. 411: 14".4 A one way flap valve is installed on the Seagate culverts to allow flow from south to north. Staff at The Conservancy of Southwest Florida commences a 3-5 year study of the mangroves, surface water level and elevation within the mangrove die-off area. 2000 Hurricane Gordon impacts the area with no inlet closure. 2002 Hydraulic maintenance dredging of Clam Pass flood shoals between stations 3+10 and 17+50 by the PBSD is completed to improve tidal circulation(see attached Exhibits). The entrance of the Pass is not dredged during this event. Flap valves on the Seagate culvert are removed due to insufficient head differential causing them to act as plugs instead of valves. Canoe trail markers are permitted and installed throughout the Clam Bay System. 2004 Hurricane Charley passes approximately 30 miles west of Clam Pass. A lot of sand is redistributed,but the Pass does not close. Extensive limb and leaf loss is documented within the mangrove forest. 2005 Al -4 Hurricane Wilma comes ashore about 30 miles south of Clam Pass. More limb and leaf loss is noted. The Pass does not close. Hurricane damaged mangroves along the bay in Same mangroves along the bay in 2007 2005 2007 Hydraulic maintenance dredging of the Pass and entrance channel is conducted between Stations 0+00 and 18+00 (see attached Exhibits). The entrance to the Pass is dredged to an 80 foot width by Collier County Coastal Zone Management Dept. This dredging is conducted for sand for beach renourishment. 2008 Tropical Storm Fay comes ashore about 30 miles south of Clam Pass. The area receives over 10 inches of rainfall. The Pass is not affected. 2009 The 1998 FDEP and USACE permits for maintenance of the Pass expire after 1-year extensions. 2010 Permits are issued to continue maintenance of hand-dug flushing channels throughout the system. 2011 White mangrove die-off is observed in the central portion of the system and is found to be caused by a bark beetle infestation of trees that had suffered cold temperature stress. A Benthic Habitat Assessment study is completed within the Clam Bay NRPA by the Conservancy of Southwest Florida. The study provides comprehensive mapping of benthic habitat compositions and distribution throughout the Clam Bay NRPA. 2012 Canoe trail markers and informational signage are permitted and installed throughout Clam Bay. The mouth of Clam Pass moves to the north near the Pelican Bay Beach Store. The northern shoreline of the Pass is temporarily reinforced with the installation of concrete barriers. Impacts from tropical storms Debby and Isaac,along with numerous winter storm fronts, cause the closure of the Pass. Al -5 2013 A single event mechanical dredge permit is acquired from the FDEP and USACE. The entrance cut is 45 feet,and the Pass is dredged between Station 0+00 and 10+00,limited by permit and equipment constraints. Beach- compatible material is placed north and south of the Pass above the mean high water line. Due to weather events the Pass is required to be opened again one week later. Development of a new Management Plan is initiated through stakeholder input and multiple public meetings. Timeline Specific to the Establishment of the Clam Bay NRPA 1976 Collier County Ordinance 76-30 zoned coastal areas environmentally sensitive lands as ST(Sensitive Treatment). 1977 Approval of the Pelican Bay PUD(Ordinance 77-18)by Collier County. The PUD identifies 98 acres of coastal mangrove wetlands to be filled in for development while preserving 570 acres of ST lands as the Pelican Bay Conservation Area(35 acres in the south and 5 acres in the north would become parks providing public beach access). 1981-82 Department of the Army Permit(79K-0282)authorizes the fill of the 78 acres of coastal wetlands(76 acres for residential development and 2 acres for public parking area). It requires 570 acres,including Upper, Inner, and Outer Clam Bays, and their adjacent wetlands to be conveyed to Collier County and to remain a conservation/preservation area in perpetuity for the use of the public. It also prohibites dredging Clam Pass except to keep it open to the Gulf of Mexico. 1988 The Pelican Bay Conservation Area(570 acres) is approved and recorded as FL-64P by Congress and becomes part of the Federal Coastal Barrier Resources System(CBRS). 1995 The BCC approves the County Natural Resources Department's recommendation to establish the County's first NRPA, stipulating that it would have the same boundaries as the Pelican Bay Conservation Area within the Pelican Bay PUD. The Collier County Manatee Protection Plan is approved. It contains the recommendation to establish an"Idle Speed/No Wake"zone throughout the Clam Bay/Clam Pass System. 1996 Collier County Ordinance 96-16: "The Clam Bay System Water Safety and Vessel Control Ordinance" is approved. It establishes that the Clam Bay System is an"Idle Speed/No Wake"zone. 1998 The CBRMP is developed, implemented, and managed by the PBSD and their consultants. FL Admin. Court Case No. 98-0324GM provided an interpretation that certain elements of the Collier County Growth Management Plan(Conservation and Coastal Management Element)require protection of habitats within NRPAs which support existing and potential uses by wildlife. 2008 Al -6 Public Law 110-419 is adopted identifying the CBRS,Clam Pass Unit,FL-64P to be entirely located within the existing boundaries of the Clam Bay NRPA. 2013 Work begins on new Clam Bay NRPA Management Plan under the PBSD direction. List of Permits for Work Undertaken in and around the Clam Bay NRPA Eighteen years ago, Collier County processed a permit to dredge limited areas of Clam Pass to facilitate the movement of tidal water in and out of Clam Bay. The FDEP permit for this activity was issued on March 28, 1996 with the companion USACE permit being issued on April 2, 1996. The FDEP permit was modified on April 10, 1996 with the authorized work being undertaken and completed on April 17, 1996. The practical effect of implementing this Permit was to reopen the Pass,but it was clear that without a more comprehensive strategy,this effort, standing alone,would not revitalize the Clam Bay ecosystem. A permit to improve the channel flow within defined areas of the Clam Bay system by a combination of blasting and hand excavation was issued on June 26, 1996. The work was undertaken and completed in two segments. The first channels were opened in August 1996, and the second channels were opened in November 1996. The results of these two initiatives were positive in that measurable improvements in tidal flow were discernible and with that have come improved conditions for natural re-vegetation. A permit was issued on January 5, 1997 to construct a portable pump and pipe system as an interim measure to divert impounded freshwater within the Clam Bay system to the Gulf while a more permanent solution contemplated by the construction of an outfall structure was reviewed. This plan was never implemented and is no longer being considered. It envisioned two pumps that would be operational when the water surface elevation within Clam Bay exceeded a specified threshold. The Management Plan anticipated the direct discharge of excess water into the Gulf with the expectation that this system would augment the natural discharge through the tidal mechanism after severe storm events. Subsequently, Collier County authorized the pursuit of a ten-year permit to allow the County, or its designee (which in this case was the Pelican Bay Services Division),to maintain Clam Pass in an open condition. The application, as filed, did not address any other issues affecting the operational characteristics of Clam Bay and essentially mirrored the 1996 Permit described in the first paragraph above. Agency comments and concerns which arose as part of the permit review led to the creation of the 1998 Clam Bay Restoration and Management Plan. The Management Plan addressed agency concerns at the time and included provisions for adding one-way flap gates to the Seagate culverts, dredging within three sections of the creek north of Clam Pass, a network of hand dug channels throughout the forest area, in addition to the dredging of the Pass. This permit was issued in 1998 and the Management Plan created in support of the permit has been the guiding document for the maintenance activities undertaken in the Clam Bay system since then. Al -7 Permit Details South Florida Water Management District Surface Water Permit No.: 11-00065-S Date of Issue: August 10, 1978 Expiration Date: Operational phase doesn't expire Project Description: To construct and operate water management systems 1 and 2 serving 539 acres of residential lands discharging by westerly sheet flow to Inner, Outer, and Upper Clam Bays. Department of Environmental Regulation Construction Permit/Certification No.: 11-50-3769 Date of Issue: May 23, 1979 Expiration Date: May 15, 1984 Project Description: To provide construction sites for residential development in a planned community by: placing approximately 700,000 cy of clean upland fill material onto approximately 94 plus acres of submerged lands of waters of the state landward of the line of mean high water. Department of the Army Corps of Engineers Permit No.: 00754929 Date of Issue: November 18, 1981 Expiration Date:November 18, 1984 Project Description: This permitted the filling of 75±acres of mangrove wetlands north, east, and west of Upper Clam Bay and south of Vanderbilt Beach Road. Department of Environmental Regulation Modification Permit No.: 11-50-3769 Date of Issue: December 23, 1981 Expiration Date: November 18, 1986 Project Description: This modification extended the expiration date of the permit to November 18, 1986. Department of the Army Corps of Engineers Permit No.: 79K-0282 Date of Issue: August 2, 1983 Expiration Date:November 18, 1986 Project Description: This was an extension of the permit authorizing the filling of 75±acres of mangrove wetlands north,east, and west of Upper Clam Bay and south of Vanderbilt Beach Road, plus approximately 2 acres of mangroves at the existing Collier County beach access at Vanderbilt Beach Road. The request was reviewed, and no objections were raised to the proposed work schedule;therefore,the completion date of the permit was extended for 2 years until November 18, 1986. South Florida Water Management Plan Modification of Surface Water Management Permit No.: 11-00065-S Date of Issue: December 15, 1983 Expiration Date: Operational phase doesn't expire Project Description: Approved modifications to 1.)Revise system V, drainage area 3; 2.) Construction and operation of water management system number VI. Department of Environmental Regulation Permit/Certification No.: 110974055 Date of Issue: September 12, 1985 Expiration Date: September 11, 1987 Project Description: To construct approximately 2900 linear feet of 10' wide public access elevated boardwalk and pier with a 6' wide navigation access lift gate in Outer Clam Bay. Department of the Army Corps of Engineers Permit No.: 861PT-20328 Date of Issue: December 18, 1986 Expiration Date: December 18, 1991 Project Description: Discharge±2.3 acres of clean fill to construct an access road. Al -8 Department of Environmental Regulation Modification Permit.: 11-50-3769 Date of Issue: January 7, 1987 Expiration Date:December 18, 1991 Project Description: This permit modification extended the expiration date and reduced the amount of fill in the area extending south along the coastal edge from approximately 13 acres, as permitted, to 2.43 acres in order to construct a linear access road (for The Strand in Bay Colony). Department of Environmental Protection Permit/Certification No.: 112659015 Date of Issue: March 14, 1995 Expiration Date: March 14,2000 Project Description: Re-establish the connection between the Gulf of Mexico to the Clam Bay system,by dredging from the mouth of Clam Pass and spoiling the sand over an upland beach site. Collier County Ordinance No.: 96-16 Date of Issue:April 9, 1996 Expiration Date:n/a Project Description: To impose idle speed/no wake zones in the Clam Bay system. Department of Environmental Protection Permit/Authorization No.: 0128463-001-JC Date of Issue: July 6, 1998 Expiration Date:July 6,2008 Project Description: This Permit authorized activities to improve the hydrodynamics of, and thus restore and manage,the Clam Bay ecosystem. Department of the Army Corps of Engineers Permit No.: 199602789 (IP-CC) Date of Issue: August 11, 1998 Expiration Date:July 8,2008 Project Description: This Permit authorized the following works: 1.) Replacement of Seagate Drive Culverts and installation of one-way check valves on the culverts (pages 45-50 of the CBRMP); 2.) Clam Pass main channel dredging for Cuts 1,2, 3 and 4 (pages 49-65 of the CBRMP); 3.)Excavation and maintenance of Interior Tidal Creeks(pages 65-71 of CBRMP). Department of Environmental Protection Permit Modification for Permit No.: 0128463-001-JC Date of Issue: February 16, 1999 Expiration Date:July 6, 2008 Project Description: Authorize minor revisions to the mangrove trimming procedures pursuant to site verification. Department of the Army Corps of Engineers Modification for Permit No.: 199602789 (IP-CC) Date of Issue: February 26, 1999 Expiration Date:July 8, 2008 Project Description: This application requested modification to: 1.)discharge dredge material from Cut#1 to new disposal area identified as an upland parking area; 2.) increase the width of channel cut#4; 3.)remove native vegetation and excavate a portion of upland Disposal Site#2; 4.)remove native vegetation and excavate a portion of upland Disposal Site#3. The proposed modification to widen channel Cut#4 is to be done without any additional seagrass impacts. Based on the review and coordination with Fish and Wildlife Service(FWS),the permit was modified in accordance with these requests. Al -9 Department of Environmental Protection Permit Modification for Permit No.: 0128463-001-JC Date of Issue: May 19, 1999 Expiration Date: May 28, 1999 Project Description: Re-grade beach fill material during the marine turtle nesting season to remove pockets of fine silty material and to remove an escarpment which may interfere with nesting marine turtles. Florida Fish and Wildlife Conservation Commission File No.: 2003-0511-016BS for Permit No.: CO-016 Date of Issue: March 24, 2000 Expiration Date: n/a Project Description: This Permit granted approval for placement of canoe trail markers in Clam Bay. Department of the Army Corps of Engineers for Permit No.: 200001076 (NW-EF) Date of Issue: April 13,2000 Expiration Date: February 11, 2002 Project Description:Approved the installation of 32 waterway markers for a canoe trail in the Clam Bay System. Department of the Army Corps of Engineers modification for Permit no.: 199602789(IP-CC) Date of Issue: May 5,2000 Expiration Date:July 8, 2008 Project Description:This application requested modifications to the monitoring and reporting schedule reference on page 93 (Biological Monitoring)of DA Permit(CBRMP). The request was to submit annual reports instead of semi-annual reports. The permit was modified as requested. Department of Environmental Protection Permit No.: CO-732 Date of Issue: October 25, 2002 Expiration Date: October 25, 2003 Project Description: Perform dune and beach restoration, and plant salt-tolerant native dune vegetation in association with interim maintenance dredging event. Department of the Army Corps of Engineers Permit No.: 199602789 (IP-CC)Extension Date of Issue: May 8, 2008 Expiration Date:July 8,2009 Project Description:This Permit authorized the extension of the expiration date for a period of one year. Department of Environmental Protection Permit/Extension No.: 0128463-001-JC Date of Issue: June 5, 2008 Expiration Date:July 6, 2009 Project Description: This modification extends the expiration date for a period of one year. Department of Environmental Protection Permit No.: 11-0128463-005 Date of Issue: December 17,2010 Expiration Date: December 17, 2015 Project Description: Continue maintenance activities to the hand-dug channels and mangrove trimming in the Clam Bay system originally permitted under Permit No. 0128463-001-JC. Department of the Army Corps of Engineers Permit No.: SAJ-1996-02789 (IP-LAE) Date of Issue: February 8, 2011 Expiration Date: February 8, 2021 Project Description: Continue maintenance activities to the hand-dug channels and mangrove trimming in the Clam Bay system originally permitted under Permit No. 1996-02789 (13-CC) Al - 10 Department of Environmental Protection Permit No.: 11-0295193-004 Date of Issue: November 2, 2011 Expiration Date:November 2, 2016 Project Description: Install 32 canoe trail markers and informational signage. Department of Environmental Protection Permit No.: 0296087-001-JC Date of Issue: August 14,2012 Expiration Date: August 14, 2022 Project Description: Restore the alignment of Clam Pass to the previously approved location and conduct periodic maintenance dredging of a portion of Clam Pass in order to maintain tidal exchange between Clam Bay and the Gulf of Mexico. United States Fish and Wildlife Service Biological Opinion Activity Code No: 41420-2010-CPA-0395 Date of Issue: February 22,2013 Expiration Date: n/a Project Description: FWS analysis of the potential effects of the dredging of the Pass on the threatened piping plover(Charadrias melodus),threatened loggerhead sea turtle(Caretta caretta), endangered hawksbill (Eretmochelys imbricate),leatherback(Dermochelys coriacea), green(Chelonia mydas), and Kemp's ridley (Lepidochelys kempii)sea turtles, and the endangered West Indian Manatee Trichechus manatus). Department of the Army Corps of Engineers Permit No.: SAJ-1996-02789 (NWP-WDD) Date of Issue: February 28,2013 Expiration Date: March 18,2017 Project Description: Dredging of Clam Pass and tidal creek to restore tidal exchange into Clam Bay. Department of Environmental Protection Permit Modification to Permit No.: 0296087-002-JN Date of Issue: March 1,2013 Expiration Date: August 14,2022 Project Description: Modification of August 2012 permit to re-open Clam Pass by mechanical dredging of the Pass and flood shoal areas. Al - 11 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 APPENDIX 2 - A RECENT HISTORY OF MANGROVE MANAGEMENT IN CLAM BAY A2 Appendix 2 - Recent History of Mangrove Management in Clam Bay According to detailed field surveys performed in the early 1970's mangrove tree densities within the Clam Bay NRPA ranged from 726 to 7,580 per acre and maximum canopy height was 39 feet. Within the black mangrove dominated basin forest west of Upper Clam Bay, 16% of the black mangrove trees were reported as dead and others as severely stressed; evidenced by a high incidence of dead limbs on trees of all sizes (Tropical Biolndustries and Gee and Jenson, 1978). Dead and stressed mangroves were again reported for Clam Bay in 1989 when David W. Crewz, a biologist with the Florida Marine Research Institute, was asked to inspect Clam Pass Park by Mary Ellen Hawkins, then a Collier County representative to the legislature (letter to Don Duden dated April 3, 1989). Mr. Crewz concluded that the "dead and stressed mangroves were caused by lack of adequate water circulation resulting from the closure of Clam Pass.... allowing toxin and salt buildup." Westinghouse Communities, Inc. employees in February 1992 noted additional mangrove die-offs north of Clam Pass Park on the west side of Upper Clam Bay. This area was inspected by Dr. Eric Heald, a consultant to WCI in April 1992. He reported that the die-offs were probably due to hypersalinity, although 1991 was an above average rainfall year. The same conclusion was reached by Robin Lewis of Lewis Environmental Services, Inc., after an inspection in May 1994. At this time the die-off area was approximately 6 acres. A widespread mortality of mangroves in Florida Bay was also reported in the summer of 1991 (Yarboro et al. 1994), and it was attributed, in part, to natural drought conditions and unusual tidal inundation patterns. After above average rainfall in the summer of 1995, The Conservancy of Southwest Florida, Inc.'s staff and residents in Pelican Bay reported additional mangrove deaths which continued through 1995 and 1996. The total area of the die-off through July 1999 was around 50 acres. The death of trees occurred around hyper saline ponds and is consistent with conditions caused by periods of excessive inundation of freshwater followed by periods of continuous dry down, particularly where the mechanism for flushing is impaired. (Lugo, et. al. 1976). During the period immediately preceding the observed die-off and after, Clam Bay received record amounts of rainfall. This rainfall, combined with an admittedly impaired circulation system, encroaching development of the Strand community to the west, and intermittent pass closure, resulted in water levels that were high enough for a long enough period of time to adversely impact the mangroves (CBRMP 1998). The die-off galvanized the Pelican Bay community into action. Dissatisfied with the response of county and state officials to the degradation of the mangroves, a group of residents formed a grass-roots campaign which led to the creation of the Mangrove A2 - 1 Action Group (MAG). MAG lobbied the PBSD and WCI to undertake the restoration on their own and this collaboration eventually resulted in the creation of Clam Bay Restoration and Management Plan and the 10-year permits which allowed the restoration activities to be undertaken. The Clam Bay Restoration and Management Plan was finalized in 1998 to address the mangrove die-off. In assessing a variety of alternatives to the restoration of Clam Bay, the original need was not so much to restore the system to a mangrove forest (although that remained the primary goal) as it was to stabilize and restore the system as a thriving natural resource. This was accomplished through the dredging of Clam Pass and portions of the interior channels within the system, as well as construction of a network of hand- dug flushing channels throughout the original die-off area and a few other areas that were exhibiting stress. It was recognized that with changes to naturally induced flushing rates and hydrological regimes the mangroves would likely adjust by altering zonation patterns, species compositions, rates of growth and mortality, etc. (CBRMP 1998). Summary of annual monitoring since the implementation of the CBRMP Provided below is a brief, annual summary of the overall health of the Clam Bay mangrove system. This recent history of the mangrove management spans from 1999 to 2013. These summaries include key events, such as major weather occurrences, flushing channel construction and maintenance, as well as documentation of areas of improvement and calculations of die-off acreages. 1999 An estimate of 42.67 acres of dead or stressed mangroves was provided by Turrell, Hall & Associates, Inc. consisting of the main basin area adjacent to The Strand and several, smaller, discrete areas possibly attributed to lightning strikes or where slight depressional areas allow ponding and salinity/oxygen stress. Little change was noted later in the summer at the time-zero survey although most mangrove plots showed significant standing water which could be a function of the dredging work as well as tides and rains around the survey time. A2 - 2 «akYM> ;rEAh A�` x s'L. 'j, 1:. 7-- �-,- - , At. ' ,,.fi�r ,e, t ,. �, � k 4::;4, '. ""' :d r, s r{,4:,}m° kxF a , f♦ r.1.' `i'rm,+�.: „� 4 �* r is -.1 X :,'-.010'.:-144,'40,4 , C . ''PS � ns i r ok s � � .';14`...' „'��, � � ,1r r= � r �_�+ ��j�k�� ��'� i y '`'� ” pAit "t+y„ d�"1 '''.•;,,o F **ex,.s*' ##Hyl a"s:` 5 ��;441i1�t � !r +!"r .. '''''i'' #",!'rt ii.{.,". t'..'40',.-;,;?;` tra`_ .. a°' t%«•.�. k "� .�r*� �'0r as ` v:r {, '''}L l"�i ;;S. ji,« f, §�1 +=x'1•;;;=',11,7.1.,5y,..,....,. '� k • yr € f �; � ;411;:044,,"')1 i'.''' q l `i. " ,''',I.--,' Rte e -r £ `S k 4'40 pd' ` g, .0" r�'.� �,,//� �..' *ij2 �'" .',,s ��°n '�� il }�j rr ,' v.a'� t ,.J �' .:. } ,. . f� 1 - �,,i' t {� � .4 ''''.:',A.-":14. ;e .'71:•'..:4;.0:'".-.1';'''•'-''''. t 'g.,� t •* ',. i,:',1',:-' ' . mgr a S' a.�.+ i:.a�t`�`'`*.1 t� ..t .. `... ,t.+�a. •.' a`'t`�.r; .+ • ,�...... ..�. #,i�!Ec�iLb.€Ka►e The main die-off area (NW Clam Bay, adjacent to The Strand) 1999 A2 - 3 MQ A full year after the dredging work no dramatic changes were apparent. Some mangrove plots had declined while others appeared in slightly better health. Seedling recruitment was good throughout. Heavy rains in late 1999 were thought to have contributed to a dieback in groundcover noted by Lewis Environmental Services. No new mangrove die- offs or expansion of stressed areas were noted. Work planned for 2001 included the experimental Riley encasement method for mangrove propagules. a_ 'Al' Jr4 Main die-off area 2000 A r r i , 1 ` 0.�• }��(a y`� i Iwo $ 1 ti,it\.A i k1 1hj r, .. �,''''' 1 � '' i s` 1) 1 A ,'• .nyr mss' • ' V- -V 41:f1;41'••if . ;YA'.17''''. r j` 1/ $.`b V. ' ''" f'' . •&,..,,,,,..A.,,, s,. 1 ,1 .a. k Mfr?If t i t• } • f* �I s, ' VI • '„,', �'z�d'i'' Or yy 4,rr 't'.0:% ' T .Y a`.1.;:),'' '1.'*.i...,1.!' �S ,f�'� ;y. �>> ' 1•.i ':..7:ka(., ; 7 ; , `4 ;, ' ,•''A ,,,.',....',,,,,AvA4- .4,ik'‘,.4 ' 14 . , 00',..- -.,, :- . ., Ai ,.;,K ', nr.- tt'4," .7.1, 7,41",•'+‘, A, A ''''(.-1/'.:' ''':::'-':',' 'f.:: 4. : 1* :t.1; ' iflAr Ni.'+'''44`'Ai *. -, ., (.;;IN‘''''t '.. {I I',, :e't Milk 4 . '0 - .i!G•C1: Riley encasements and flushing cut A2 - 4 2001 Mapping of the die-off area was repeated and estimated to have increased in size, spreading to the north. It encompassed just under 50 acres. Additionally, a few new stressed areas were identified through aerial photographs. Individual plots showed some additional tree losses but consistent seedling recruitment. Channel construction in the main die-off area and close to Plot 7 is thought to have contributed to the recovery process underway and illustrated by extensive Batis and dramatic seedling recruitment. The observations generated sufficient concern amongst project managers in 2001 that a suggestion for additional flushing channel construction in the die off area was made. -74 1: llY " tl • Main die-off area 2001 A2 - 5 202 Additional flushing channels were constructed in the die-off area during late 2001. The 2002 surveys show that these efforts appeared to have been successful with a reduction of 12 acres in the die-off area. Batis growth and seedling recruitment was good. The problem of exotic vegetation growth in many areas was highlighted, and two new diffuse areas of stressed trees were identified. The presence of standing water and bacterial mats suggested lack of flushing was responsible. The one-way culverts installed at Seagate, thought to have reduced tidal exchange in Outer Clam Bay, were removed in October to determine whether tidal exchange between Venetian Bay and Outer Clam Bay could be achieved without affecting Clam Pass. :**4. 4 -,i....*.-i-. ,,,,;#;,..4i.-—.ir,, .,....... ,. r. :14", .,mw: ...,,,,;,..„.., . _, ,,...,.4pi ''" .gin Main die-off area 2002 with notable re-growth A2 - 6 2AQ3 Stressed areas identified in 2002 were revisited, and no changes were noted in 2003. One of the aerially depicted mangrove stress locations was found, upon groundtruthing, to be actually an infestation of exotic plant species. A reduction in the calculated die-off area to just over 17 acres total was significant. 14 acres in this main die-off region was now classified as recovering. r '"+ "=l toiCrs.� , Pry! P_, Main die-off area 2003 A2 -7 Die-off acreage was estimated at 18 acres total in 2004, with the addition of a new area adjacent to the Contessa condominium building in Bay Colony. Several new small lightning strike areas were noted throughout the system. Plot 7 continues to show the most dramatic change. Most exhibited slow change in existing tree number, some losses, some growth and size-class change, but consistent seedling recruitment. Storm events in 2004 (Charlie, Frances, Ivan, and Jeanne) had minimal effects with some leaf loss and limb breakage. Additional flushing channels were constructed during dry the season of this year. Water level monitors put in place last year were removed due to repeated equipment failures. Wim - , `�.." . .., � lti r a r Y" 1,0 i',--'7' ....•44'.44 .. i-.off_ . h r �- +'• Ifig eR'!•'t.-.- 41 t 's R H y b8 . w te0 ife 4 L.04.7,.,. ..r.i. .., . i... .1.-e0.. _.::, „ , , .. , I.,„f,. .0.., .4.....* ,..1:.,.., ,...giu.. . . bi- q. � •..,g^'Tr ,t•11f 1114 +�.sy fi `.#r.1 1'.e- i ¢�'��y'* .� 1 ` y r }y'itl /�.w .- .,,-...., ,... 17, .4---..4".4.. i '..qe-'0",.7 Y.1: S. • 0'1V '1,01.' Main die-off area 2004 A2 - 8 /Q( Several stressed areas were noted to be recovering this year including the area adjacent to the Contessa building where a drainage channel was in need of maintenance and clearing, work which alleviated the problems. A new die-off area was identified near the County boardwalk and it is suggested that clogging of channels due to Hurricane Charley may be responsible. Total die-off acreage in 2005 is estimated at 24.7 acres. Plot 7 and Plot 8 continue to show significant re-growth. Hurricane Wilma in October of 2005 caused considerable leaf loss, limb breakage and leaf browning throughout Clam Bay. The constructed flushing channels alleviated extensive ponding that could have occurred, and the system weathered the storm well. Work completed in 2005 included the last component in flushing channel construction. In total, approximately 13 miles of hand-dug channels were installed since 1999. I Main die-off area 2005 A2 - 9 Q6 Stress damage from the 2005 hurricane season necessitated the need for a division of the classification system that was used to define the status of the mangroves in the system. Stressed mangrove zones were now classified as "die-off area" for mangroves stressed by some factor other than storm events or"area of concern" for mangroves stressed by storm events. It was estimated in 2006 that 23 acres of recovery, 12.3 acres of stressed areas of concern and 23.4 acres of die-off area were present. The total area of stressed mangroves were 74.7 acres. Since the last mangrove channels were dug in 2005 and dredging work continues when needed, most of the monitoring plots have shown improvements and there was a significant reduction of die-off in the original locale. ter . 44"t4 fi x Main die-off area 2006 A2 - DZ. The storm damage of 2005 added a level of difficulty to subsequent classification of areas within the system. Extensive defoliation and falling of individual trees meant that areas that could be termed stressed by the flow issues thought to have been responsible for the original die-off in Clam Bay were in fact affected by the high winds and storm surge. Approximately 4.9 acres of formerly classified 'die off' area have been reclassified to `recovered' this year. Stressed areas of concern that are likely not related to storm damage totaled about 15 acres while areas of concern that we suspect are due to the storm events were estimated at about 25 acres. An additional 20 acres within the original die off area had not yet fully recovered and was also included in this category. A total of 10.6 acres of mangroves were still considered dead, a significant reduction from the original die-off of over 50 acres in the late 1990's. This brings the total aerial estimate of mangroves that are not at optimum health to be about 70 acres. t n Main die-off area 2007 A2 - 2008 The 2008 monitoring report was the final report associated with the original 1998 restoration permits. Effects of the storms of 2005 still added a level of difficulty to the classification of areas within the system. While the defoliation associated with the storms had mostly recovered, falling debris affected several of the monitoring plots throughout the system. Approximately 35.4 acres of forest area have been removed from the die-off classification since the implementation of the project. Stressed areas of concern that may still be related to storm damage or other factors (such as ponding or drying) added up to about 7.1 acres. Areas throughout the system that have not yet fully recovered but that have flushing channels and have shown marked increases in mangrove recruitment and new growth have been removed from this category(approx. 20 acres). A total of 7.3 acres of mangroves were still considered dead. This included three main areas: the initial die-off area east of the Strand where about 5.5 acres were still dead, the damage from a tornado in the extreme north of the system accounted for about 0.8 acres, and the Hurricane Charley damage that resulted in a tidal restriction just south of the Pass accounted for about 0.75 acres. Several lightening strikes and small discrete die-offs spread throughout the estuary made up the remainder of the die-off acreage. ~E ` e'il . ''a fit fs �ry r 14 - ~ d S f..x - 3 .m* )r P East of the Strand Die-off area, 2008 A2 - Even though the permit requirement for monitoring reports ended with the expiration of the 1998 permits, the PBSD continued to monitor the mangrove health within Clam Bay and document the positive results within the mangrove forest. Exotic eradication activities were also continued to allow for natural regeneration of mangroves observed elsewhere in the system. Construction of the last component of the flushing channels was completed in the 2005- 06 season. Inspection of these flushing cuts this year showed that they were still operating as designed and contributed to the continued growth of new mangroves within the system. Stress in mangrove forest areas was still apparent, although in several areas this may have been attributable to storm damage or to frost damage brought about by a couple of very cold temperature nights. The spectacular recruitment of white mangrove seedlings (8 to 10 feet tall saplings) throughout the original die-off area is testament to the efforts undertaken with the initial dredging. That work was considered a success. • t +,ri YS2 y, r&t r sr4 L'44' x y _. . ate ` e3 �; s ;; ak.letItilt 441',% TM:y4 `1 y s Main die-off area 2010 A2 - 2011 -2012 An infestation of boring beetles was discovered in the early months of 2011. Observations within the system and research into the life habits of many boring beetles led to the conclusion that white mangroves stressed by sustained cold temperatures in December 2010 and January 2011 were most susceptible to the beetle attack. Cold stress reduced the abilities of these trees to fight off the boring activities and many trees succumbed to them. Yellowing leaves, leaf drop, and eventual death of the tree was the result. The dead trees were easily visible in the rooftop photos taken periodically from the Grosvenor and Montenero condominiums. Efforts to hatch beetle larva led to the identification of at least two species, a round-headed (Longhorned beetles) and a flat-headed borer (Metallic beetles). No further loss of trees was documented after 2012 as a result of the borers. k i *0, .4,, 9 M A .! . ,e4 1,1-„...-, n a, ;4. .d .+i °.vi 'qe.� r„, t'q6. i dy is ri1 .i,''L q, 4�, , ::..,;i-- ''''''r- ..":;:$4. 'AK g 1 t o 4' Z,,,..-r/:,,,5,''',1 ,4'..'._� N + !ads' r vd ^%,f +-rtN" 'c"','„2: ,''''. J.= ' ° -tic., �a,i �'j -''ate'-',43,-:.1'..4...,:t ii . ��., a4� ;e ^td ', .. h 4.& d i;`"' ',f.', ? i �� � r Ing . r� .?'MY,s f '.. White Mangroves affected by cold and borers * , 4,1 . . ,,..1 1. .;. • I _ .: , ji .. .04, .,. ,.,, „ ..,, ..,„. ‘ i. ...„ + 4r; i 10.4t. A* ' _,t,..: ,. Borer damage to stressed tree A2 - 2013 The lack of harsh weather, hurricanes or freezing temperatures over the past year seemed to have allowed the areas impacted by the boring beetles to begin to recover. A total of 4.02 acres of mangroves are still considered dead or stressed, a significant reduction from the original die-off of over 50 acres in the late 1990's. Typical flushing channel maintenance was conducted to ensure that the channels were operating as designed and continue contributing to the growth of new mangroves within the system. • • ,4 • • • , 2'3y �`l �4 y 71tA Via; Main die-off area 2013 A2 - 15 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 APPENDIX 3 - A RECENT HISTORY OF SEAGRASS PRESENCE IN CLAM BAY A3 Appendix 3 - Recent History of Seagrass presence in Clam Bay Reports of field surveys from the early to mid 1970's document the presence of seagrasses within the Clam Bay NRPA but do not give any estimation of coverage or densities within the system. It is noted that seagrasses are present only in Outer Clam Bay, and there is some hypothesizing that the lack of seagrasses in Inner and Upper Clam Bays is the result of lower salinity levels and lack of water exchange with the Gulf. (Heald, 1972, Tropical Biolndustries and Gee and Jenson, 1978). The Collier County Department of Natural Resources produced an analysis of the seagrasses and benthic infauna in Clam Bay in 1987. In this report it is stated that a 15m x 15m plot encompassed most of the grass beds in Clam Bay. The report exhibits show the plot location on the east side of the waterway between the Pass and Outer Clam Bay, much in the same location of seagrass beds which exist today. A DNR memorandum produced by David Crewz in 1989 also mentions "some seagrass and algal beds" being present in Outer Clam Bay but again offers no information on location, aerial extent, or densities. The 1991 Collier County Seagrass Protection Plan states that "Outer Clam Bay contains one of the densest and most extensive seagrass beds in Collier County," though it does not quantify aerial extent or density within the report. An exhibit associated with the report shows the entirety of Outer Clam Bay from the Pass to the Seagate culverts as seagrasses (almost 60 acres). A 1994 report documenting conditions in the proposed Clam Bay Natural Resources Protection Area by the Collier County Environmental Services Division documented that seagrass coverage in Outer Clam Bay was approximately 10 acres. Based on anecdotal information and on comparisons with other seagrass areas in the County during the same time frame, it is not presumed probable that there was an 80% decline in seagrass coverage during those two years but instead the 1994 report may have over-estimated the coverage. In 2007, PBS&J conducted a seagrass assessment in Outer Clam Bay for the Collier County Coastal Zone Management Department. Of the 30 randomly selected sampling sites observed, seagrasses were found in 13 of them. No conversion to an acreage estimate was made in this report. At the locations where seagrasses were observed,the estimated density relative to bottom coverage was between 5 and 25 percent. Annual Estimates of Seagrass Coverage since implementation of CBRMP A3 - 1 The following annual summaries provide general observations of the presence of seagrasses within Outer Clam Bay since the implementation of the Clam Bay Restoration and Management Plan. r: 4 r$14:----....▪ .._ ..... -- , . ,,,,, ,.. . $,., 1..4 � }. - dys4 • v. r,, 'teIr 4 e_• Imo'� �.`•� 'd�'t.���� tr i �_ .. ^ ,...._.... ---,�.--~--`'/ ':':Afilit ' '%'.,.*i - y t. 7 44f "fi"�. ., . ay < i. G N' Approximation of 1994 Seagrass Coverage A3 -2 1299 Prior to the initial dredging associated with the 1998 Clam Bay Restoration and Management Plan, seagrass acreage was estimated at 5.13 acres, and restricted to Outer Clam Bay and the channel leading to Clam Pass. SEAGRASSES APPR0X.5,13 A a z♦ x{ ex err fix:- M , ar.. r v- S. wp hx ota,* , 4'44* p 1 "104 Xi if �vr En # ir tltF .w!cr" ' _/,1 _ ,..i-., "' /i\,: - r - . _ St ,-.7... .,Y . ... 1999 Seagrass Coverage 2000—2004 Seagrasses show a slow decline during this time frame. Water quality testing within the system did not indicate chronic degradation. The decline was attributed to the increased tidal range caused by the dredging work, which results in longer exposure at low tides of the shallow areas where seagrasses were present. The one-way culverts installed at Seagate, thought to have reduced tidal exchange in Outer Clam Bay, were removed in October 2002 to determine whether tidal exchange between Venetian Bay and Outer Clam Bay could be achieved without affecting Clam Pass. Seagrass beds in the southernmost portion of Outer Clam Bay began to expand in 2003 after removal of flap gates. A3 - 3 2Q0 An increase in the seagrass coverage within the channel transects was documented. Increased density of the beds within the bay area east of Clam Pass was also noted. 2006 Shoal grass patches were still present in ecologically significant densities within the channel north of the County boardwalk and just inside Clam Pass mouth. Sea grass beds in Outer Clam Bay were still reduced compared to the 1999 pre-dredge conditions, but their steady improvement since 2004 seems to have continued into 2006. Approximately 3.6 acres of seagrasses were noted along the transects. 1 SEAGRASSE ;...,7:::9,c,3,,62 j i ''le .' ' '' S'."' I A. 1ih'i41 1 . :fi " a. t a ,‘Fa : p,: ' '�' 5 A ,k, t ` k (, , A, , 1 .1,�t , 1 i . p mays �4k ) ,' r1Y ttmt . 1 , ,; ' ,,, .:,' 1.1", ,.'' X il ;trt dap t _ 2006 Seagrass Coverage A3 -4 20� Concerns related to the seagrass coverage within the bay were raised by adjacent property owners this year, and Collier County contracted an additional study by Post, Buckley, Schuh, & Jernigan Inc. (PBS&J) to investigate seagrasses and nutrient inputs within the Clam Bay System, and Venetian Bay, Moorings Bay and the entire Doctors Pass area. Some of the results of the PBS&J study relevant to the Clam Bay System were: • Seagrasses were present within Outer Clam Bay. Paddle Grass (Halophila engelmannii) was observed at 13 of the 30 randomly generated points within Outer Clam Bay. • Residents' concerns that seagrass coverage had declined from 60+ acres to the present were unfounded as early estimates of 60+acres were likely erroneous. • Nutrient and chlorophyll-a levels within Outer Clam Bay had increased over the past 20 years but were still below median values for Florida estuaries. As a result of these increased concerns regarding seagrasses, Turrell, Hall & Associates expanded the annual seagrass survey to cover the entire bay and not just the defined transects. Additional seagrass beds and macroalgae were observed in areas where they had not previously been documented. Though all of THA observations were of shoal grass, it was noted that all of the PBS&J observations were of paddle grass. It has been observed in the past that paddle grass is very ephemeral in this system and it is likely that the 2 months between the PBS&J and the THA surveys was enough time for the paddle grass to disappear. This was the final monitoring event of the seagrasses associated with the 1998 Clam Bay Restoration and Management Plan permits. Increases in seagrass coverage that were noted in 2007 continued through this year. A small area of paddle grass was observed along Transect #2 which had been devoid of grasses in the past. Other transect areas that have been devoid of grasses until this year include the western shoreline of the channel between Clam Pass and Outer Clam Bay (Transect 5). Seagrasses had been present along this area prior to the dredging but were replaced by black mangrove propagules when the increased tidal range led to extended drying times of the shoals where the grasses had been located. New grasses this year have been observed along the edges of the channel in areas that do not dry out so much during low tides. In addition to the seagrasses, other observation made along transects indicate that the biological diversity of the macro-invertebrate fauna within the system has increased. A3 -5 Several mollusk species, including Florida horse conchs, southern hard clams, stiff pen shells,tulip snails, cockles, oysters, and several others were all observed. M2, Seagrass coverage within Outer Clam Bay has continued to increase. The initial decline noted immediately following the 1999 dredging activities appears to have been reversed over the past 8 years. The decrease stabilized around 2004 and has reversed in the past few years to where the grass beds are re-establishing previous areas and new areas appropriate for the grasses (in terms of water depths and light penetration) are being colonized. Approximately 4.27 acres of seagrasses were noted within the system this year. Most of the seagrass observed was shoal grass though small patches of paddle grass and turtle grass were also observed. Future monitoring of the seagrasses will be conducted to see if this trend continues. 1SEAGRASSES APPROX.4.27 A ' - h.'' ,r . , ' ' ' '. :,-1. 1 , .,11, . . . :(1------41„,,, i , - ..,. , 4,,,,_ Nit...4i,, 0 , Ill ,► `' - rC It ted A* -"" 0. a I' . '+; fie117 t z .. .`... � , .f - �' 2012 Seagrass Coverage A3 - 6 203 Seagrass coverage overall totaled approximately 2.85 acres along the monitored transects within the Clam Bay system. The past thirteen years monitoring has shown that there was a decrease in the monitored seagrass beds immediately following the initial 1999 dredging activities. This decrease appears to have stabilized around 2004 or 2005. It has reversed in the past few years to where the grass beds are re-establishing previous areas and new areas appropriate for the grasses (in terms of water depths and light penetration). Future monitoring of the seagrasses will be conducted to see if this trend continues. j„ { rC- ./ y , V �:. G t c h + s ru AV : f�lift ti a ' JI.. � ' +, �.c - I.' r % ,. ., : `: I - "; r , gL Lk 1 r Inl 2013 Seagrass Coverage A3 - 7 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 APPENDIX 4 - PHYSICAL AND NATURAL RESOURCES A4 Appendix 4 — Physical and Natural Resources Soils Based on the National Resource Conservation Service (NRCS) "Soil Survey of Collier County Area, Florida" (NRCS, 1998) there are 2 different soil types (soil map units)present within the NRPA boundary. It is important to understand that where the soil survey shows mapping units named for soil series,the units represent the dominant undisturbed soils in that landscape that existed predevelopment. The unit descriptions do not recognize or appropriately interpret the drastically disturbed nature of urban landscapes created after the soil survey was completed. Durbin and Wulfert mucks, frequently flooded(Map Unit#40), covers approximately 66%of the NRPA. These level,very poorly drained soils are most often found in association with tidal mangrove swamps. Mapped areas can consist entirely of either Durbin or Wulfert or any combination of the two soils. Individual areas are elongated and irregular in shape and range from 50 to 1000 acres. The slope is 0 to 1 percent. The permeability of the Durbin soil is rapid, and the available water capacity is high. The permeability of the Wulfert soil is rapid, and the available water capacity is moderate. The water table fluctuates with the tide and is within 12 inches of the surface most of the year. The soil is subject to tidal flooding. The natural vegetation within these areas consists of red, white and black mangroves. Canaveral-Beaches Complex (Map Unit#42) covers approximately 9 %of the NRPA. This map unit consists of the nearly level,moderately well drained Canaveral soil on low ridges and beaches. Individual areas are elongated and irregular in shape and range from 20 to 300 acres. The slope is 0 to 2 percent. Typically,beaches consist of sand mixed with shell fragments and shells and are subject to frequent wave action. The permeability of the Canaveral soil is rapid to very rapid. The available water capacity is very low. In most years,the seasonal high water table is at a depth of between 18 to 40 inches for 1 to 4 months. This soil is subject to tidal flooding under severe weather conditions. Natural vegetation consists of sea oats, seagrape, cabbage palm,and salt grasses. They are commonly invaded by exotics such as Australian pine and Brazilian pepper. Topography Topography is shown below using a Light Detecting and Ranging map (LIDAR)obtained from Collier County. The elevations within the NRPA boundary range from+5.0 to -7.0 NAVD88. The surrounding lands are generally higher than the NRPA and generate the freshwater flows into the preserve (see attached Exhibits). A4 - 1 �� 91st"AVE'N STS1.0 q *�.. .a Beachwalk GIR ip gr ,o( o' o Vanderbilt Beach RD o \, Qi'. O °�<� ` E • Tope,0 O 4 2 E -` Carica,RD i m r , Banyan RD �� .5 I .. 5 ' g (7,, sii o (22 cg g _. /° O 3. 1611 O 0 O Z` 0 z J a,CC I z % �J�Q, % m Eugenia DR - IN ur O wt Op a o I '( e0 00 ekea C9 coN J A °J .k a 0 015 03 _gym m Om U a 73 4 m t cn Seagate DR Pine Ridge RD 23 Legend j to "N `t LIDAR '' a Q HMEMo:n p °l SI o Pomo'LN 1 m "I°.Low -7 •7 y l ' 2 Nisi LIDAR map of the Clam Bay NRPA Climate Clam Bay's climate falls within the United States Department of Agriculture (USDA) subtropical classification. There are essentially two seasons experienced. The wet season occurs in the summer, and the dry season occurs in the winter. Typical rainfall and temperature data are provided in Tables 1 and 2. In the summer the center of the trade winds shift north and moisture-laden breezes blow from the east or south-east. In winter the trade winds shift southward and the winds are less constant. Weather is then more influenced by fronts advancing from the northwest. This brings cooler conditions, although temperatures rarely reach freezing, due to the fact that they are being moderated by the surrounding waters. Cold fronts are typically preceded by winds from the southwest,which clock to the west then northwest as the front passes,with strong winds of 20-25 knots and cooler air. In general terms,winds are predominantly southeast during the summer and northeast during the winter. A4 -2 Historical meteorology for Clam Bay is based on data collected for 30 years (from 1981 to 2010) from Naples Municipal Airport by the Florida Climate Center(NOAA &FSU). The following charts present meteorological statistics for temperature and precipitation. 1981-2010 Temperature and Precipitation Normals Graph 110.0 100.0 90.0 '� s"""'"• �,,,,• — ` 80.0 �.•Mir ....--s-"" .` 3=-'R--s r.41.4.0.0..41.4.0.0. M•, , ry I •• • • 70.0 •� w"' * •, • • 60.0 a,,•... "'•�. 50.0 40.0 30.0 20.0 10.0 .0.00.•--r. •..rte• Jan Mar t;iat Jul Sap Nov 0 Precip (in) 0 faun Tmp (°F) 0 Avg Imp (CF) 0 Max Tmp(`F) Temperature The monthly average temperatures range from 64.5°F to 83.2°F. The lowest monthly minimum temperature is 54.2°F while the highest monthly maximum temperature is 91.2°F. The data reflect a humid subtropical climate with a narrow fluctuation in air temperature. Precipitation Average annual rainfall for the Naples Municipal Airport NOAA station is documented at 51.89 inches. The data in the table indicate the highest rainfall occurs during the summer months of June, July,August, and September. A4 - 3 1981-2010 Temperature and Precipitation Normals Graph 0 Precip(in) 0 Min Tmp(TF) 0 Avg Tmp(`F) 0 Max Imp(`F) January 1.85 54.2 64.5 74.7 February 2.10 56.8 66.9 76.9 March 2.38 60.0 70.0 79.9 April 2.36 63.4 73.3 83.2 May 3.16 68.5 78.2 87.8 June 8.82 73.9 81.9 89.9 July 7.27 74.9 83.1 91.2 August 8.58 75.3 83.2 91.0 September 7.69 74.8 82.4 89.9 October 4.19 70.0 78.5 86.9 November 2.04 62.9 72.1 81.2 December 1.45 57.0 66.8 76.6 Winds Winds are predominantly easterly throughout the year,but with a tendency to become northeasterly from October to April and southeasterly from May to September. Winds speeds, not including storm events are, on average,below 10 knots. During the winter months when fronts move through for a day or two at a time,winds out of the northwest to northeast may increase to about 25 knots. Sea breeze As the land surface around Naples and Clam Bay warms,the air above is heated. The warm air is less dense and tends to rise creating a lower air pressure over the land than the water. The cooler air over the water then flows inland creating a sea breeze. In the evening the reverse occurs and the cooler air over the land will flow back toward the water creating a land breeze. The incoming sea breeze acts as a lifting mechanism,resulting in the warmer air rising up to higher altitudes. This creates cumulus clouds that begin to build which leads to the development of afternoon showers and thunderstorms in the area. A4 -4 Storms Naples and Clam Bay specifically are within the Atlantic Tropical Cyclone basin. This basin includes much of the North Atlantic, Caribbean Sea, and the Gulf of Mexico. On average, 6 to 8 tropical storms form within this basin each year.The hurricane season lasts from June 1st to December 1st. The formation of these storms and possible intensification into mature hurricanes —_____________—____ takes place over warm tropical and subtropical waters. Saflir—Simpson Hurricane Scale Eventual dissipation or modification, averaging 7 to 8 days Category Wind speed Storm surge later,typically occurs over the colder waters of the North mph ft (m) Atlantic or when the storms move over land and away from (km/h) ,.- the sustaining marine environment. Five >S.5)` 131-15.5 13_18 Due to the destructive nature of these storms, landfall can Four (210-249) (4.0-5ex result in significant damage to upland development and 111-130 9-12 facilities from storm surge,waves, and wind. A good example Three (178-209) (2.7-3.7) of this would be Hurricane Wilma which formed in 2005. 96-110 6-8 Two (154-177) (,.e-2.4) A tropical storm is defined by maximum sustained winds from One 74-95 4-5 35-64 knots (40-74 mph). A hurricane has maximum (119-153) (1.2-1.5) I Additional classifications sustained winds that exceed 64 knots (74 mph). Hurricanes Tropics .. ... - �" 0 are classified into different categories according to the Saffir- sto� '. 1111, ,,;, (t.,_;)91 Simpson scale. Hurricanes can also spawn severe weather Troplca' a such as tornadoes as they move inland. depres The table below lists the number of tropical storms and hurricanes that passed through or near Naples over the past 20 seasons including 1992 through 2012 as reported by the National Oceanic and Atmospheric Administration(NOAA) Coastal Services Center and Hurricane City(www.hurricanecity.com). Analysis of the available information indicates that Naples, on average, is brushed or hit by a tropical storm or hurricane once every 2.71 years and is directly hit once every 7.05 years. A4 - 5 Number of Named Storms Passing through or near Naples Year #of Storms Names Strength closest to Nanles 1992 1 Andrew Hurricane Cat. 3 1993 0 1994 1 Gordon Tropical Storm 1995 1 Jerry Tropical Storm 1996 0 1997 0 1998 1 Mitch Tropical Storm 1999 1 Harvey Tropical Storm 2000 1 Gordon Tropical Storm 2001 0 2002 0 2003 0 2004 1 Charley Hurricane Cat.3 2005 1 Wilma Hurricane Cat.2 2006 0 2007 0 2008 1 Fay Tropical Storm 2009 0 2010 0 2011 0 2012 0 2013 0 Hurricane Wilma image 10/14/05 12002 24L WIt.MA - {' 10/19/05 13452 GOES 12 WV 3 r a _ ss, jai JY 'QY Alit 440L ir",6; 3 tom-. I 'fir ii "°"fite M � :z i y -10 -40-. A4-6 Waves Clam Pass connects the Clam Bay system to the Gulf of Mexico's tidal water fluctuations and open coast wave energy. Clam Pass is subjected to relatively low wave energy. Significant wave heights in deep water commonly range between 1 to 3 feet(0.3 to 1m). Predominant wave directions are from the northwest to west, especially during the winter months,while summer and tropical storm events include wave energy from the south and southwest. The beach material is composed of fine sand having an average median grain size of 0.2 mm. The average net sediment transport along the southwest Florida coast is approximately 30,000 to 60,000 cubic meters per year to the south. The relatively small tidal prism for Clam Bay provides a critical balance between tidal flow in and out of the inlet channel and littoral processes moving alongshore. This affects the inlet hydraulic efficiency over time, especially when littoral transport rates are high due to periods of high wave energy. The wave climate at Clam Pass was obtained from the NOAA Wave Watch III(WWIII)model. Wind and wave data were extracted at the nearest station, located approximately 2 miles offshore of the Pass. The data included significant wave height, wave period and direction, as well as wind direction and speed. A total of 8 years of data were extracted from the beginning of 2006 to the end of 2013. Figure 5 shows the wave/wind roses for the 8 year record. The wave and wind rose graphs show a color coded percentage of occurrence in wave height or wind speed in incremental direction bins of 12.5 degrees. The wave direction notation is where waves are originating from,while wind direction is where it is heading. The combined annual wave rose shows that largest waves and highest frequency waves typically originate from the northwest to west direction. Because the annual wave rose does not describe seasonal variations,the wave data of 2013 were evaluated monthly and represented by wave roses to assess variations in wave energy direction. Figure 6 shows comparisons of the monthly wave roses for the 2013 data indicating the temporal variation in the incoming waves during the winter and summer months. A4 -7 WAVE ROSE WIND ROSE I. NM NW 000 to e a 46 NNW 117X. y: I5iIciI WWI VW 11101 01 sHE MN 0110 PRIM1011111111. MIL -. tIMFigure 81. Clam Pass,Wave&Wind Roses•2006 Wind and Wave Roses—2006-2013(Provided by Humiston and Moore) WAVE ROSE WIND ROSE M NM IMF to ,111 J w "0 ` \\ MINI / , .♦ \ tHl. if 0 } (/J l w .. 114 tl• • w m• /N. • ,,•1\ .iWIWce ,"1 . \ f, r`, . _ •v. aola` .n1 MO 00 — 1tl S >R 1.11.1111111111111111111 111111111111110C1.11111= • /I? 03 Oi 05 00 OB 1 0 2 i 0 15 12 IE 4S 'Now h♦s01F 41011 W,nf Soma f'tn) Figure 2.Clam Pass,Wave&Wind Roses-2006 to 2013 t. Wind and Wave Roses—2013 (Provided by Humiston and Moore) A4 - 8 Natural Communities In this Section, a natural community refers to the mix of plant and animal species that form the natural basis of the Clam Bay NRPA. A combination of factors including geology, climate, hydrology, soils, and anthropogenic influences determines the specific types of plants found in any given area. These plants are a major factor in what type of animal species that may be present. The Florida Department of Transportation's Land Use, Cover and Forms Classification System (FLUCFCS 1999) has been used to identify the plant communities found within the Clam Bay NRPA. See the attached Exhibits for an overall FLUCFCS map of the Clam Bay system and the existing monitoring plots within these habitats. List of FLUCFCS Communities within the Clam Bay NRPA FLUCFCS Community Description Upland or %of Clam Bay Code Wetland NRPA 181 Swimming Beach Upland 5.95 186 Community Recreation Facilities Upland 0.40 322 Coastal Scrub Upland 3.97 428 Cabbage Palm Hammock Upland 0.45 540 Bays (with and without direct Wetland 23.16 connection to Gulf or Ocean) 612 Mangrove Swamp Wetland 64.60 642 Saltwater Marsh Wetland 0.04 651 Tidal Flat Wetland 1.43 911 Seagrasses** Wetland 0.84** **included in the Bays (541) category Several other components of the Clam Bay NRPA ecosystem are also addressed below. These components include offshore hardbottom, oyster, and other benthic faunal communities that are not specifically addressed in the FLUCFCS classification system. Additional historical information on the Clam Bay mangrove and seagrass habitats is included as appendices to the Management Plan. FLUCFCS Code 181- Swimming Beach Beaches form when offshore sand deposits are moved landward by wave action usually during the spring and summer. Sand, which is stirred up as the wave breaks on the shore, drops out of suspension as the water moves up the beach face. Thus,the beach becomes gradually higher, wider, and steeper. In the wintertime, larger, higher energy waves associated with winter storms overflow the beach area and stir up the sand deposited earlier in the year. The sand is pulled off the beach as the wave recedes and is deposited in an offshore sand bar. If these two forces are in equilibrium, the beach area will be stable from year to year. However, naturally occurring factors, such as storm events, littoral drift(lateral movement of sand because waves approach the beach at an angle), and offshore winds, upset this equilibrium and result in the ever shifting nature of the beach environment. A4 - 9 Dunes form because of onshore wind action on beach and sand. When wind speeds are sufficient, individual grains of sand start to roll and bounce along the surface. This windborne sand is transported landward until the wind speed drops below that needed to move the sand. Coastal vegetation is critical for slowing wind speeds and causing sand to be deposited. Landward of the highest tides, pioneer or frontal zone sites are stabilized by sand trapping action of various rhizomatous grasses and low growing shrubs that are tolerant of salt spray. Only a few plant species can tolerate the stresses of a dune environment,particularly frontal dune sites. Foredune plants must be able to survive being buried by blowing sand, sand blasting, salt spray, and saltwater flooding, drought, heat, and low nutrient supply. Coastal plants colonizing the dunes are key players in trapping windblown sand and preventing coastal erosion as the first defense against heavy winds and surge of tropical storms. Many plant species that occur on dune areas have developed specific attributes to help them survive these harsh environments. These include high growth rates, dense root systems, low profiles, and high flower and seed production rates. Species common on the beaches of the Clam Bay system include: sea oats (Uniola paniculata), seagrape (Coccoloba uvifera), and railroad vine (Ipomoea pes-caprae). FLUCFCS Code 322—Coastal Scrub Landward of the frontal (beach) zone area is the back dune zone (also often called the coastal shrub or scrub zone), a portion of the dune that is more stable, has greater organic matter, and supports less salt tolerant grasses and shrubs as well as some trees. Many of the woody species found in coastal scrub are low growing and shrubby due to low nutrient and droughty conditions of sandy soils. High winds and salt spray often prune the terminal buds of the trees and shrubs growing on the dunes and result in salt-pruned, windswept canopies. Coastal scrub is represented by a conglomeration of coastal species generally found in a narrow band between the mangrove forest and the beach areas. Species common in the coastal scrub zone of the Clam Bay system include: seagrape (Coccoloba uvifera), cabbage palm (Sabal palmetto), buttonwood (Conocarpus erectus) and Spanish bayonet (Yucca aloifolia). This is an important habitat as it helps anchor the back dune sands and provides habitat for several listed plant and animal species including the gopher tortoise (Gopherus polyphemus). A4 - 10 � ., . �` {II'+y� d yea �,�b.�� } iTt t in 1T., g r ,l x 4,4_ 1 . ,, 1 ' div. ''146'.. y� * , s— 't r f� � N!� 1Ll�.•.Y,'•�' 6�.{- .r. � �F+v+'',;--i.,41;"..,,4,''. h h" �'�" '$ I µ � �Y d'��• i �ti`i f'---'--;',h,',"•,73.?-. ,1. •rr,. • "Flt: R�'�: �" • ' �� fir' '''=.'7,,,, ,,.. ..,,( . R• I,. AN d 7 f is i b 1 ,, it,';' .1 r4' ,,—. . u , i 4y`,"w q�'' ne�sCa ' ,„ { ,i 1� pJ I + !/ r g • „ 'NI Ori �P ��"',f ��'1 r" r Oz,„ .j crass rc4, I ! Ii `i t ' i k! ,, 7‘7"'I-7.,„ 9 f... �'f .(\JY ICR f • �, ! . 1? (GCA! I I t �, fir. .I? � 1 z ,"4,,,,-,,,,,, F :�'� . 1911q } 1t� w iY S\f ` l N4 f .Y Y;ei • i; , l ✓� ri".11,,i,VA* , . r ! 'D "9 • ! 1 ..a,' eSTPtt' n ri. .,:ki - x ,14'1"' F1 t rT / l ,,-'*',.i..` ,1 7 rY"yY Y J 1 t FLUCFCS Code 428—Cabbage Palm Hammock This forested zone is composed of the more protected dune vegetation farthest from the Gulf of Mexico. The Cabbage Palm Hammock habitat is identified by the preponderance of cabbage palms (Sabal palmetto). It is generally found in pockets located between the mangrove forest and the coastal scrub zone or beach areas. Aside from the cabbage palms, seagrapes (Coccoloba uvifera),buttonwood (Conocarpus erectus), and several other hammock species, such as wax myrtle (Myrica cerifera) and myrsine (Myrsine guianensis), are common. A hammock is a habitat that is densely shaded by a canopy of trees. Hammocks usually have sparse groundcover that leaves the forest floor mostly open for animals to travel through. Hammocks also provide a reprieve from the sun for animals and humans alike. In Clam Bay, this habitat is also susceptible to infestation by exotic vegetation, such as Australian pine (Casurina equisetifolia) and Brazilian pepper (Schinus terebinthifolius)which are addressed later in this Section. FLUCFCS Code 510 and 540—Interconnecting Creeks and Bays (with and without connection to the Gulf) The Clam Bay NRPA contains the three larger bays associated with Clam Pass (Outer, Inner, and Upper) as well as the interconnecting shallow creeks and small open water areas. Second in extent of aerial coverage within the NRPA boundary, it is the bays and interconnections which serve as the life blood of the estuary. These open water habitat serves as the basis for many other communities. Seagrass beds, oyster bars, clam beds, and other benthic communities can all be supported to varying degrees with the open waters of the bays and interconnecting creeks. As outlined below, several of these A4 - 11 communities are present within the Clam Bay NRPA and will be considered when deciding on management activities outlined within this Management Plan. Multiple studies have indicated that the single most important thing that can be done to restore the health of the Clam Bay system is to improve the total tidal flushing capacity of the system (Tackney 1996; Lewis 1997; Wilson Miller, et al 1996; Turrell 1995). The dredging conducted within the Pass and the interconnecting creeks, as well as the hand-dug flushing cuts,have been seen as the major contributing factors to the restoration of the mangrove forest community within the system (Turrell 2008; Humiston&Moore 2003). Tidal Pass Clam Pass is the only open water connection to the Gulf of Mexico for the Clam Bay NRPA. The exchange of seawater between Clam Bay and the Gulf is critical to the ability of the estuary to export organic matter, as well as to help regulate excess salt and freshwater. It also supplies oxygen rich water from the Gulf. In the absence of surface water circulation or tidal activity, estuarine habitats, such as mangroves, can slowly die due to deleterious changes in the sediment because in the absence of oxygenated water the sediments become anaerobic or anoxic, and metabolic wastes and hydrogen sulfide accumulate in the anoxic sediment(CBRMP, 1998). Tides in the Gulf of Mexico are mixed,with the norm being two high tides and two low tides experienced per day and normal amplitude (range) of approximately 2 feet. The highest tides (springs) are experienced twice per lunar month at full and new moons when the gravitational pull on the Earth's surface waters is greatest. Neap tides also occur twice per lunar month when the planetary(gravitational) influences of earth, moon and sun are perpendicular. A4 - 12 CLAM BAY TIDAL RANGES 2.50 DPRE-DREDGE RANGE III POST-DREDGE RANGE ■10/99-01/2000 RANGE D03/00-05/00 RANGE IN 06/00-07/00 RANGE ■09/00-10/00RANGE 2.00 r T ^ ■12/00-01/01 RANGE I 11102/01-05/01 RANGE ■07101-08/01 RANGE ■09/01-11/01 RANGE D01/02-03/02 RANGE I ■04/02-07/02 RANGE E� ■07/02-09/02 RANGE r, 5o ■11/0202/03 RANGE W ■05/03-06/03 RANGE ®09/03-11/03 RANGE / 00 lia i .� Ia! op�� o M Ce I ! �i. 5: 1( O� �� N O J IP'' ! �' h oa2se D s o fJ 0.50 @1 v °r ri u .L •• . ? $ 'r. iii -i i l i 0.00 GULF REGISTRY SOUTH NORTH UPPER It can be seen that the health of the mangrove forests is directly related to the efficiency of the tidal pass. Clam Pass and its associated waterway is a very dynamic creek whose location has varied over time (Turrell 1995; Tackney 1996). Because of this, it is susceptible to outside events and can periodically close, such as has happened at least six times in the last 25 years. Tidal creeks are passageways for fish and marine invertebrates between the open waters of the Gulf and the protected embayments of Clam Bay. Manatees, dolphins, and turtles may also use the Pass. Scouring action of the fast flowing tide generally prevents colonization by seagrasses and other benthic plants, and the substrate is typically sand and shell with the finer sediments carried in suspension and deposited just outside the mouth of the Pass (the ebb shoal delta) or to the interior of the system on the incoming(flood)tide. FLUCFCS Code 612—Mangrove Swamp (Forest) Mangroves are salt tolerant trees that grow in tidal areas of the tropics and are legally protected for their ecological value with such functions as: • Providing habitat for marine,terrestrial, and avian wildlife. • Protecting coastal areas from storm surges and coastal erosion. • Improving water quality by acting as a natural filter for land based freshwater run-off A4 - 13 • Forming the basis of a highly productive estuarine food chain which includes many commercially valuable species. • Enhancing the atmosphere by absorbing carbon dioxide and reducing greenhouse gasses. Special attention has been given to the mangrove community in the past because of the die-off which occurred between 1991 and 1997 (though stress in the community was documented as far back as the late 1970's). The die-off affected black and red mangroves initially but eventually ended up encompassing some white mangroves as well. More details on the recent history of the mangrove management are provided in Appendix 3 included with this plan. Red Mangroves Red mangroves (Rhizophora mangle) are recognized by their tangle of reddish looking prop roots, long cigar shaped seedlings (propagules) and their large,pointed evergreen leaves. Red mangroves flower all year but reach maximum propagule production during the late spring and early summer months. They are typically the most seaward of the three species with the prop roots and vertical drop roots providing support. Small pores on the trunks called lenticels allow oxygen exchange via air as the waterlogged soils become rapidly oxygen depleted. Salt is excluded from the plants cells through a process called ultra-filtration roots. The characteristic propagules germinate on the parent tree and drop and float for up to a year, finally becoming heavier at one end so that when encountering a suitable substrate they are ready to root upright. The mass of prop and drop roots forms extensive surface area under water for attachment of sessile, filter feeding marine species (such as sponges,tunicates, and mollusks) as well as hiding places for juvenile fish. Birds,butterflies, insects, and mammals find home and food within the canopy. A4 - 14 1 S0. t yFet IN Aitotif } i. 1 ^1� f ‘.:.W -/`1ii,e1 A`+4.Y". ..,) .:fi•-• ,„;iiiir7 k.„.'yiil. ..4;."-', If, .4; .?-!'=',",-.1 : `, `� Y le wf W *•e 1 Oy4r �n w y � , 7 + / pt ' ''-'•," '0, to. :* 4. 1.7'.' t 4,, , ,-)to AMCg. { rh'MF 5 t•r. i 4. x Red Mangroves and Propagules (inset) Black Mangroves Black mangroves(Avicennia germm ans) are typically found a little further inland. Key identification features include the snorkel like pneumatophores which radiate upwards out of the soil from the base of the trunk, a grey-black rough bark and slightly pointed, oval leaves which are silvery with salt deposits on the undersides. The pneumatophores play an important role in oxygen exchange and unlike the red mangroves,which keeps salt out of the body cells through filtration in the roots,the black mangrove excretes salt out of the backside of the leaves. They are also reliant on adequate tidal exchange but lack the supporting prop roots that typify the red mangrove. Small white flowers and lima bean shaped propagules are typically apparent during the late spring and early summer months. Black mangroves are cryptoviviparous as the embryo develops within the fruit while on the parent plant. When these propagules fall from the parent tree, they are able to float for a short period before rooting in the mucky soil. A4 - 15 I. ' : i'# '1./* 1 1 air , k .‘0 ' + 11 �` ! ,,,�,5 &i,r . 7. R ' k ` 1 r , } .1 1 a .1 . 4:4 L,s 'j'I .,,, 0ty `,fit , ',., 1"` ^ +A. t�x,� a ls>i' S , l to rI i A s„.“,ts, v ',l r { ��` r t • '' ,,,1 a� 1-r .;,4"11,./,;.::, ' 1 ` ' 1 ,�� .,4-4,,,...4.- i . may) } � . , �, i � , � ; Y ,.. rM y .R sc....* I r A ^ 1 � " ... " pi it "`Eama ' ! ` s t tr1J} { yot, ' -`o " y. ' 4 i s N3 � w ow el. i � � erY ,„,;.;.;-„,--.i. d. 01 -y 'r tot: 1,t.,V ,i / l \J, i,..14-":71'; Ef#p. .,: iP K .. d -e _ r F .r ( tom�`,�r- s ,1 „! ~ a l j 'hiy P'` . v,.i. ,,y +;� 4 '% -a, `t r? S l+ •-v,14 tt N ` j( f 74 ,.qr_r C'l�w ,� , 0 '$' fh .' '.Fh � ik \ .3 �'Y +1 .w` Wi''`t ` J�► 4' ti, - P: . '..-4', 91 /-%'`ri 1,' '- ' "Illt Black Mangrove Pneumatophores White Mangroves White man groves(Laguncularia racemosa)are the third mangrove species and are often found further inland than the other two species, Although zonations described are typical they can frequently vary. Since they often occur in drier areas,white mangroves do not exhibit the adaptations to soft, anaerobic soil of the other species. The bark is characteristically grooved and furrowed, and leaves are oval, mid-green and leathery with two small glands on the petiole at the base of each leaf. White mangroves also flower in the spring and early summer, and the small seedlings have the shortest floating dispersal stage of the three species. White mangroves are semi-viviparous and germinate inside the fruit during the approximately five-day dispersal, but not while attached to the parent plant. A4 - 16 it V _, 14- it . , #14 .., YI1M a l:. , . (444,, , , ' 3. u s .b `„ .: , / ` L N. A. as $z sem: '' "s' cm w \ �.. . Y Y #r Asa dry k a. " . 4 - "-.--- White Mangrove leaves and fruit The mangrove communities are composed of both riverine (along the creeks) and basin forest components. The species composition of mangroves within these two community components is very distinctive. Riverine mangrove areas are almost exclusively composed of red mangroves within the Clam Bay NRPA while all three species, along with buttonwood (Conocarpus erectus), are found in the forest component. Riverine (Creeks)Mangroves On the waterward edges of small islands and the tidal creeks,passes and estuarine waterways that make up the Clam Bay system, a fringe of red mangroves will be found growing up to 25 feet in height. This zone can be just one or two trees in depth or extend landward for some distance, depending on topography. The habitat provided by the prop roots of these red mangroves is of great importance to many fish and other aquatic organisms. Forests The majority of the Clam Bay mangrove habitat is low-lying basin forest where the dominant mangrove species varies between red, white, and black through the forest habitat. This forest community was the habitat affected by the mangrove die-off, The hand dug flushing channels A4 - 17 were constructed throughout this community to increase the flushing capacity through tidal inundation. Associated plants within the mangrove habitat include: buttonwood(Conocarpus erectus), the succulent ground covers, saltwort(Batis maritima)and glasswort(Salicornia cervicornis), (especially where a fallen tree provides a break in the canopy and light penetration to the forest floor) and, further inland and closer to freshwater sources,the leather fern (Acrostrichum danaefolia). FLUCFCS Code 642—Saltwater Marsh At the interface between forested mangrove areas and the water management berm are depressional areas that have become colonized by aquatic freshwater plants, such as cattails (Typha latifolia), Carolina willow(Salix caroliniana), bulrush (Scirpus californicus), needlerush (Juncus romerianus), and leather fern(Acrostichum danaeifolium). For a more complete list of common plant species found in this habitat see page 30. Wildlife, such as otters (Lutra canadiensis), alligators (Alligator mississippiensis),various turtles, and wading birds can be commonly observed. These areas require regular maintenance to prevent the spread of nuisance and exotic plant species and ensure optimal functioning and interface between the natural mangrove forest and the water management system. FLUCFCS Code 651—Tidal Flats Tidal flats are flat bottomed, sub-or intertidal habitats that lack an oyster or seagrass community and are located inside the outer coastal margin. The two most significant environmental characteristics that control a flat's infauna(benthic organisms that live within the substrate) and epifauna(benthic organisms that live on the surface of the substrate) are: the height of the substrate relative to mean sea level and the sedimentary consistency of the substrate. The position relative to mean sea level dictates whether the habitat is emergent(in air) for part of a tidal cycle or how deep below the water it is. This latter characteristic controls other physical water quality measures, such as dissolved oxygen, the frequency and duration of hypoxic events, and light penetration. Firmness of the substrate affects the capacity to support an epifauna by both supporting the organism on the substrate and permitting the burrowing of the infauna. The sand and mudflats of Clam Bay are rich feeding grounds for many species of fish and wading birds. These organically rich sediments support a variety of mollusks,worms, and invertebrates that scavenge detritus or, in the case of many bivalve mollusks, extend siphons at high tide and filter vast quantities of water. Birds, such as a variety of herons, ibis, egrets, and spoonbills pick through the sediment for the invertebrate food sources. The dredging of the Pass associated with the 1998 Restoration and Management Plan resulted in an increase of exposed tidal flats within the southern portion of the system. Increased tidal range resulting from the dredging allowed more area to be periodically exposed during the tidal cycle. Some of the area that had supported seagrasses prior to the dredging work were converted into the tidal flats by the increased range and reduced phase lag. Management concerns related to the A4 - 18 tidal flats include the templates established for the dredging,the resultant currents that could be expected as a result of dredging, and the frequency of disturbance. FLUCFCS Code 911—Seagrass Beds Seagrasses are flowering marine plants of shallow,tropical regions. With a creeping growth form connected by horizontal rhizomes they serve to trap and anchor sediment. Both the grass blades themselves and the surface area they represent provide food and attachment for marine species. Seagrass beds are renowned for their value as nursery habitats and are legally protected. • V ,, , !; s ., : Shoal grass(Halodule beaudettei)along interior channel south of Clam Pass A4 - 19 9 4+4','` 4 ten: 4 Paddle grass (Halophila decepiens) in the center of Outer Clam Bay Turtle grass (Thalassia testundinum)just south of County boardwalk in Outer Clam Bay Seagrasses rely on good light penetration to enable photosynthesis and are sensitive to reduced tidal water quality. Growing in shallow regions,they are also vulnerable to physical damage by boats. A variety of marine algae can be associated with grass species, differing in the lack of a A4 -20 true rooting and vascular system. Several species of both brown and green alga have been observed. Other Benthic Habitats Oyster Bars Oysters (Croassostrea americana) are filter-feeding bivalves,which were once common within the tidal creeks of Clam Bay(Humm and Rehm 1972). Oysters play a significant role in shaping the environment in which they live by forming a hard structure upon which an intricate biological community is built. Similar to coral reefs, oyster reefs are `biogenic' (formed by the accumulation of colonial animals) and provide structure and surface area for numerous other temporary and permanent species. Providing complex habitat structure is the most fundamental of ecosystem services that oysters provide. The structure provides a place for algae and non-mobile invertebrates to attach, as well as a place for mobile invertebrates and fishes to be protected from predators.Although the relationships between sportfish and oyster habitats are not as well studied as in other estuarine habitats, such as seagrass beds,they are considered essential fish habitat. The numerous ecosystem services provided by oysters can be summarized into three general categories: habitat provision,water quality improvement, and shoreline stabilization. Oyster reefs provide habitat to a diverse array of flora and fauna. The role of oyster habitat to the estuarine food chain is highly significant, as discussed in the previous paragraph. Through their feeding process oysters filter large quantities of water which transfers energy and material from the water column to the benthic community, subsequently reducing turbidity and water column nutrients. Through bio-deposition, nutrients are made available to the flora and fauna which comprise the complex oyster bar food web. Additionally, oyster reefs stabilize sediments, shorelines and adjacent habitats by buffering wave energy, further aiding water quality. s3 yy A4 -21 ,. i a- 34' S! i. .dam Oysters (Croassostrea americana) along the mangroves near the canoe ramp in Outer Clam Bay A 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida found living oyster clusters in the upper reaches of Upper Clam Bay(a single cluster), in the tributary between Outer and Inner Clam Bays (a single cluster), and throughout the shoreline of Outer Clam Bay. Other bivalve mollusks In addition to oysters,the 2011 benthic habitat assessment conducted by the Conservancy of Southwest Florida also found two other bivalves within the Clam Bay system. The pointed venus clam (Anomalocardia auberiana) and the stout razor clam (Tagelus plebeius)were both observed. Turrell,Hall&Associates, Inc. benthic surveys found several beds of southern hard clams (Mercenaria campechiensis) also present in the system. A4 -22 xr` 4 %,,, '•::..t71;, . \ Southern hard clam (Mercenaria campechiensis)from waterway south of Clam Pass These mollusks are generally found within the shoal and tidal flat areas of the system and could be susceptible to impact during dredging or other disturbance operations. Management concerns would be protection from recreational users,water quality, flushing and dredging. Tubiculous Polychaetes Tubiculous polychaetes (tube worms) are typically the most abundant biological assemblage in Clam Bay and are primarily associated with muddy and sandy substrates. Polychaetes, including worm tubes and mud tubes, shell-encrusted polychaete tubes (Polychaeta) and trumpet worm (Pectinaria gouldi)tubes, are a vital component of the estuarine food web,providing key linkages between primary producers and higher trophic levels. Polychaetes create habitat and food for many organisms, such as mollusks, fish and even sea turtles. These worms are usually filter or deposit feeders that keep the substrate aerated and free of waste accumulation. Polychaetes tend to dominate Inner and Outer Clam Bays,with lower occurrences in Upper Clam Bay,the Lower Tributary, and,to a lesser extent,the Upper Tributary. Hardbottom Communities Another important marine habitat marginally associated with the estuarine system is the hard bottom reef community found just seaward of Clam Pass. In about 10-15 feet of water a variety of sponges, stony corals, gorgonians, fish and associated invertebrates can be found within a system of rocks and ledges. Outcroppings of similar habitat type occur along the length of Collier County and are a little known resource of regional significance. A4 -23 Hardbottom outcrop off of Clam Pass Collier County has mapped this resource through side scan sonar surveys in 2005 and 2009 as part of its beach renourishment project. The information received from the County shows that the landward edge of this habitat is located approximately 250 to 300 feet offshore from the Pass. Invasive,Non-native and Problem Species In an ecological context, an invasive species is one that is aggressive in growth and expansion of range and tends to dominate other appropriate native species. Its establishment and dominance can cause widespread harm to an ecological system by altering the species composition, susceptibility to fire and hydrology of an area. Non-indigenous species (i.e.,non-native or exotic species) are those that have been introduced purposefully or accidentally to an area outside their normal range. The characteristics of some of these species (high rate of growth/reproduction,no natural predators, easily dispersed, able to out-compete native species)make them invasive. Some indigenous species (a species whose natural range included Florida at the time of European contact circa 1500 AD or a species that has naturally expanded or changed its range to include Florida)may also become invasive. Invasions by native and non-native species often follow an alteration to ecosystem function, disruption of the food web, large-scale fragmentation of an ecosystem and/or disturbance (e.g., clearing, fire, drought, etc.) of an area. While some native species may become invasive,the establishment and dominance of non-native species is of particular concern. The exotic species documented within the NRPA and those that have a potential to occur within the NRPA are discussed in the following section. Invasive and Problem Plant Species The Florida Exotic Pest Plant Council (FLEPPC) maintains a list of exotic plants that have been documented to (1)have adverse effects on Florida's biodiversity and plant communities, (2) cause habitat loss due to infestations, and(3) impact endangered species via habitat loss and alteration. To date, 9 non-indigenous plant species have been detected within the Clam Bay NRPA which are listed by FLEPPC as Category I exotics. FLEPPC defines Category I plants as A4 -24 those that alter native plant communities by displacing native species, change community structures or ecological functions, or hybridize with natives. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. These definitions do not rely on the economic severity or geographic range of the problem,but rather on the documented ecological damage caused by these plants (FLEPPC 2013). FLEPPC Category I plants observed within the Clam Bay NRPA boundary: - Brazilian Pepper (Schinus terebinth folius) - Melaleuca (Melaleuca quinquenervia) - Australian Pine (Casuarina equisetifolia) - Beach Naupaka(Scaevola taccada) - Earleaf Acacia(Acacia auriculiformis) - Shoebutton Ardisia (Ardisia elliptica) - Air Potato (Dioscorea bulbifera) - Lantana(Lantana camara) - Old World Climbing Fern (Lygodium microphyllum) FLEPPC Category II plants observed within the Clam Bay NRPA boundary: - Coconut Palm (Cocos nucifera) - Wedelia(Sphagneticola trilobata) - Oyster Plant (Tradescantia spathacea) - Mahoe (Talipariti tiliaceum) Listed Species Smalltooth Sawfish (Pristis pectinata) A juvenile smalltooth sawfish was observed by Turrell, Hall &Associates, Inc. biologists in 2008 in the connector creek between Inner and Outer Clam Bays. Smalltooth sawfish are found in the tropical and subtropical Atlantic Ocean. In the western Atlantic they have historically ranged from New York to Brazil, including the Gulf of Mexico and Caribbean Sea. Habitat destruction and overfishing have succeeded in eradicating the smalltooth sawfish from the majority of its former range. Consequently, it survives in small pockets throughout its current range. The last remaining population in U.S. waters is off south Florida, a small remnant of a population that once ranged from New York to Texas. This sawfish primarily occurs in estuarine and coastal habitats such as bays, lagoons, and rivers. It does at times occur in deeper waters, however, and may make crossings to offshore islands. It can tolerate freshwater. This fish is easily recognized by its flattened body and wing-like pectoral fins. The mouth is located ventrally, and the eyes are positioned dorsally. The"saw" is approximately 25%of the body's total length. It is widest at the base, with teeth more broad than long, and spaced apart. The tips of the teeth are sharp, becoming blunt over time. Dorsally, it is brownish or bluish gray body with a white underside. The maximum length recorded is 24.7 feet (7.6 m); however, a length of 18 feet(5.5 m) is considered average. The average lifespan for the smalltooth sawfish is unknown. A4 - 25 On April 1, 2003 the U.S. National Marine Fisheries Service placed the smalltooth sawfish on the Endangered Species List, making it the first marine fish species to receive protection under the Endangered Species Act. Florida has also designated critical habitat areas to further protect its habitat. Mangrove Rivulus (Rivulus marmoratus) This small fish has not been identified within the Clam Bay system in previous surveys or field work but the mangrove habitat is appropriate, and they could be present in the upper reaches of the mangrove forest. The mangrove rivulus is primarily a saltwater or brackish water species, with limited occurrence in freshwater. Within the Everglades and along Florida's west coast, this fish occurs in stagnant, seasonal ponds, and sloughs as well as in mosquito ditches within mangrove habitats. The mangrove rivulus is able to survive in moist detritus without water for up to 60 days during periods of drought, anaerobic, or high sulfide conditions. This fish can reach a maximum size of 2 inches (5 cm) in length, however it is more commonly observed at lengths between 0.4-1.5 inches (1.0-3.8 cm). The head and body are maroon to dark brown or tan, with small dark spots and speckling on the body, particularly the sides. The dorsal surface is always darker than the creamy ventral surface. The color of the body is reflective of the habitat, with light coloration in areas of light colored sediments and darker coloration in environments with dark leaf litter substrates. A large dark spot surrounded by a band of yellow is located at the upper base of the caudal fin in hermaphroditic individuals. Males lack this dark spot and have a red-orange cast to their flanks and fins. The mangrove rivulus was once listed as a threatened species in the Gulf of Mexico. However, recently additional surveys have revealed the existence of numerous populations. In Florida it has been downlisted to a species of special concern. In 1999, it was submitted by the National Marine Fisheries Service as a candidate for protection under the Endangered Species Act. As of yet, it has not been officially listed as endangered or threatened. The main threat to the survival of the mangrove rivulus is habitat degradation and destruction as well as exposure to pollutants. Disturbances that alter salinity and temperature as well as vegetation cover may also reduce naturally occurring populations. Loggerhead Sea Turtle (Caretta carelta) Loggerhead sea turtles have been documented nesting on beaches within the Clam Bay NRPA. Loggerheads are circumglobal, occurring throughout the temperate and tropical regions of the Atlantic, Pacific and Indian Oceans. They are the most abundant species of sea turtle found in the U.S. coastal waters. In the Atlantic, the loggerhead turtles range extends from Newfoundland to as far south as Argentina. During the summer, nesting occurs primarily in the subtropics. Although the major nesting concentrations in the U.S. are found from North Carolina through southwest Florida, minimal nesting occurs outside of this range westward to Texas and northward to Virginia. Adult loggerheads are known to make extensive migrations between foraging areas and nesting beaches. During non-nesting years, adult females from U.S. beaches are distributed in waters off the eastern U.S. and through the Gulf of Mexico, Bahamas, Greater Antilles, and Yucatan. A4 -26 Loggerheads were named for their relatively large heads, which support powerful jaws and enable them to feed on hard-shelled prey, such as whelks and conch. The top shell (carapace) is slightly heart-shaped and reddish-brown in adults and sub-adults,while the bottom shell (plastron) is generally a pale yellowish color. The neck and flippers are usually dull brown to reddish brown on top and medium to pale yellow on the sides and bottom. In the southeastern U.S., mating occurs in late March to early June and females lay eggs between late April and early September. Females lay three to five nests, and sometimes more, during a single nesting season. The eggs incubate approximately two months before hatching sometime between late June and mid-November. Loggerheads occupy three different ecosystems during their lives: beaches (terrestrial zone), water (oceanic zone), and nearshore coastal areas ("neritic" zone). Because of this,NOAA Fisheries and the U.S. Fish and Wildlife Service (USFWS) have joint jurisdiction for marine turtles, with NOAA having the lead in the marine environment and USFWS having the lead on the nesting beaches. The loggerhead turtle was first listed under the Endangered Species Act as threatened throughout its range on July 28, 1978. In September 2011,National Marine Fisheries Service (NMFS) and USFWS listed 9 Distinct Population Segments of loggerhead sea turtles under the Endangered Species Act (ESA). The population in the Northeast Atlantic Ocean Segment is listed as endangered. The agencies are currently proposing Critical Habitat designations on several areas which contain a combination of nearshore reproductive habitat, winter area, breeding areas, and migratory corridors. The Clam Bay NRPA is contained within the LOGG-N-27 segment of this proposed critical habitat area. Gopher Tortoise (Gopherus polyphemus) Gopher tortoises and their burrows are found along the coastal strand portions of the Clam Bay NRPA. The range of the tortoise includes southern portions of Alabama, South Carolina, Louisiana, Mississippi, and Georgia as well as most of Florida. Gopher tortoises are one of the few species of tortoise that dig burrows. These burrows can be up to ten feet deep and 40 feet long, and are as wide as the length of the tortoise that made it. In addition to providing the tortoise a home, it has been documented that as many as 350 other species also use the burrows including the indigo snake, Florida mouse, gopher frog, and burrowing owl. Gopher tortoises can live 40 to 60 years in the wild and average 9 to 11 inches in length. These tortoises are superb earth-movers, living in long burrows from 5 to 45 feet long and up to 10 feet deep that offer refuge from cold, heat, drought, forest fires, and predators. The burrows maintain a fairly constant temperature and humidity throughout the year and protect the gopher tortoise and other species from temperature extremes, drying out, and predators. The mating season generally runs from April through June and gestation for the eggs is between 80 and 100 days. The shell or "carapace" of the gopher tortoise is mostly brownish gray and the underside of the A4 - 27 shell, or "plastron," is yellowish tan. Their front legs are shovel-like which helps them when digging their burrows. The gopher tortoise has been regulated in Florida since 1972 and has been fully protected since 1988. Despite the afforded protection, gopher tortoise populations throughout the state have declined. As a response to the continuing decline of the species, a new management plan was drafted and approved in September 2007 as a precursor to reclassifying the gopher tortoise from a "species of special concern"to a "threatened species." The threatened status was approved and went into effect on November 8, 2007. Piping Plover(Charadrius melodus) Piping plovers have been rarely sighted foraging or resting along the shoreline within the Clam Bay NRPA boundaries. No nesting activities have been documented within the NRPA. Piping plovers are small shorebirds approximately seven inches long with about a 19 inch wingspan. They have sandy/grey colored plumage on their backs and crown and white underparts. Breeding birds develop a single black breast band, a black bar across the forehead, bright orange legs, and bill with a black tip on the bill. During the winter, the birds lose the black bands,the legs fade to pale yellow, and the bill becomes mostly black. Piping plovers breed in three geographic regions of North America: the Atlantic Coast(which is where the Clam Bay NRPA is located), the Northern Great Plains, and the Great Lakes. Nesting in the Atlantic Coast region occurs on coastal beaches, sand flats, and bars associated with barrier islands, gently sloped and sparsely vegetated dunes, and washover areas cut into or between dunes. Plovers from all three breeding populations winter along South Atlantic, Gulf Coast, and Caribbean beaches and barrier islands, primarily on intertidal beaches with sand and/or mud flats with no or very sparse vegetation. Piping plover populations were federally listed as threatened and endangered in 1986. The Northern Great Plains and Atlantic Coast populations are threatened, and the Great Lakes population is endangered. Piping plovers are considered threatened throughout their wintering range. The highest concentration of birds reported in winter censuses are found in Texas, Louisiana, and Florida. In recent decades, piping plover populations have drastically declined as breeding habitat has been replaced with shoreline development and recreation. (USFWS). West Indian Manatee (Trichechus manatus) Manatees have been sighted on numerous occasions within the Clam Bay NRPA boundaries. Manatees can be found in shallow, slow moving rivers, estuaries, saltwater bays, canals, and coastal areas particularly where seagrass beds or freshwater vegetation flourish. Manatees are a migratory species. Within the U.S., they are concentrated in Florida in the winter. In summer months, they can be found as far west as Texas and as far north as Massachusetts, but summer sightings in Alabama, Georgia and South Carolina are more common. Manatees are large, gray aquatic mammals with bodies that taper to a flat, paddle-shaped tail. They have two forelimbs, called flippers, with three to four nails on each flipper. The average adult manatee is about 10 feet long and weighs between 800 and 1,200 pounds. They eat a large A4 - 28 variety of submerged, emergent, and floating plants and can consume 10-15% of their body weight in vegetation daily. Because they are mammals,they must surface to breathe air. They rest just below the surface of the water, coming up to breathe on an average of every three to five minutes. It is believed that one calf is born every two to five years, and twins are rare. The gestation period is about a year. Mothers nurse their young for one to two years, during which time a calf remains dependent on its mother. Protections for Florida manatees were first enacted in 1893. Today, they are protected by the Florida Manatee Sanctuary Act and are federally protected by both the Marine Mammal Protection Act and the ESA. Other Species Plant Species—List based on FLUCFCS Mapping Representative Plant Species found within the NRPA Boundary FLUCFCS Code 181—Swimming Beach COMMON NAME SCIENTIFIC NAME Seagrape Coccoloba uvifera Sea Oats Uniola paniculata Railroad vine Ipomoea pes-caprae FLUCFCS Code 322—Coastal Scrub COMMON NAME SCIENTIFIC NAME Seagrape Coccoloba uvifera Cabbage Palm Sabal Palmetto Buttonwood Conocarpus erectus Spanish Bayonet Yucca aloifolia Saltbush Baccharis halimifolia Beach Naupaka Scaevola taccada Australian Pine Casuarina equisetifolia FLUCFCS Code 428—Cabbage Palm Hammock COMMON NAME SCIENTIFIC NAME Cabbage Palm Sabal palmetto Seagrape Coccoloba uvifera Strangler Fig Ficus aurea Saffron Plum Sideroxylon celastrinum Coinvine Dalbergia ecastaphyllum Brazilian Pepper Schinus terebinthifolia Beach Naupaka Scaevola taccada FLUCFCS Code 612—Mangrove Swamps (Forest) COMMON NAME SCIENTIFIC NAME Red Mangrove Rhizophora mangle White Mangrove Laguncularia racemosa A4 -29 Black Mangrove Avicennia germinans Buttonwood Conocarpus erectus Leather Fern Acrostichum danaeifolium Saltwort Batis maritima Glasswort Salicornia bigloveii FLUCFCS Code 642—Salt Marsh COMMON NAME SCIENTIFIC NAME Lance-leaf Arrowhead Sagittaria lancifolia Needlerush Juncus roemerianus Bulrush Scirpus californicus Carolina Willow Salix caroliniana Peruvian Primrosewillow Ludwigia peruviana Animal Species The following list of species has been observed within the Clam Bay NRPA and the adjacent Pelican Bay development areas. These lists are not all inclusive but represent a wide array of the species found within and adjacent to the Clam Bay NRPA habitats. Aquatic Invertebrates From Conservancy Report Aquatic Invertebrate species found within the NRPA boundary COMMON NAME SCIENTIFIC NAME American Oyster Crassostrea virginica Brittlestar Ophiophragmus filogr, neus Florida Crown Conch Melongena corona Grass Cerith Bittiolum varium Heart Urchin Moira atropos Pointed Venus Clam Anomalocardia auberi ana Shell-encrusted tubes Polychaeta Stout Razor Clam Tagelus plebeius Trumpet worm tubes Pectinaria gouldi Worm mud tubes Quahog Mercenaria mercenari a Atlantic Bay Scallop Argopecien irradians Atlantic Oyster Drill Urasalpinx cinera Whelk Melongenidae spp. West Indian Worm Snail Vermicularia fargoi Lace Murex Chicoreuaflorifer dilectus n Horse Conch Pleuroploca giganteaul Hera Mangrove Periwinkle Littoraria scabra ang A4 - 30 West Indian Worm Snail Vermicularia spirata Florida Fighting Conch Strombus alatus Penaeod Shrimp Penaeidea spp. Tunicates Ascidiacia spp. Blue Crab Callinectes sapidus Fiddler Crab Uca spp. Ocypodidae (Ucides) spp., Grapsidae Mangrove Mud Crab spp., and Gecarcinidae spp. White Fingered Mud Crab Rhithropanopeus harrisii Depressed Mud Crab Eurypanopeus depressus Common Mud Crab Panopeus herbstii Fish Fish species found within the NRPA boundary COMMON NAME SCIENTIFIC NAME American Eel Anguilla rostrata Atlantic needlefish Strongylura marina Barracuda Sphyraena barracuda Bay anchovy Anchoa mitchilli Blacktip Shark Carcharhinus limbatus Cowfish Acanthostracion quadricornis Flounder Paratichthys albigutta Gray or Mangrove snapper Lutjanus griseus Great barracuda Sphyraena barracuda Gulf killifish Fundulus grandis Hammerhead Shark Sphyrna mokarran Inshore Iizardfish Synodus foetens Killifish spp. Fundulus spp. Leatherjacket Oligoplites saurus Longnose killifish Fundulus simitis Mullet Mugil cephalus Mutton snapper Lutjanus anatis Needlefish Strongylura marina Permit Trachinotus falcatus Pigfish Orthopristus chrysoptera A4 - 31 Pinfish Lagodon rhomboides Pipefish Syngnathus spp. Puffer Sphoeroides parvus Sailfin molly Poecilia latipinna Sand perch Diplectrum bivittatum Scaled sardine Harengula pensacolae Sea robin Prionotus scitulus Sheepshead Archosargus probatocephalus Sheepshead minnow Cyprinodon variegatus Silver jenny Eucinostomus gula Smalltooth Sawfish* Pristis pectinata Snook Centropomus undecimalis Spot Leiostomus xanthurus Spotfin mojara Eucinostomus argenteus Spotted seatrout Cynoscion nebulosus Tidewater silverside Menidia peninsulae Triggerfish (Grey) Batistes capriscus White grunt Haemulon plumierii Whiting Menticirrhus littoratis Reptiles and Amphibians Reptile and Amphibian species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME SNAKES Banded water snake Nerodia faciata faciata Black racer Coluber constrictor Common garter snake Thamnophis sirtalis Eastern coachwhip Masticophis flagellum Mangrove salt marsh water snake Nerodia clarkii Mud snake Farancia abacura Red rat snake* Elaphe guttata guttata Ring-necked snake Diadophis punctatus Yellow rat snake Elaphe obsoleta A4 - 32 LIZARDS AND CROCODILIANS American alligator* Alligator mississippiensis Brown anole Anolis sagrei Brown basilisk lizard Basiliscus vittatus Cuban knight anole Anolis equestris Eastern glass lizard Ophisaurus ventralis Green anole Anolis carolinensis Southeastern five-lined skink Eumeces inexpectatus FROGS AND TOADS Cuban treefrog Osteopilus septentrionalis Eastern narrow-mouthed toad Gastrophryne carolinensis Eastern spadefoot toad Scaphiopus holbrookii Giant marine toad Rhinella marina (fka Bufo marinus) Green treefrog Hyla cinerea Oak toad Anaxyrus quercicus Southern leopard frog Lithobates sphenocephalus Southern toad Bufo terrestris Squirrel treefrog Hyla squirella TURTLES AND TORTOISES Chicken turtle Deirochelys reticularia Florida box turtle Terrapene carolina bauri Florida redbelly cooter Pseudemys nelsoni Florida snapping turtle Chelydra serpentina osceola Florida softshell turtle Apalone ferox Gopher tortoise* Gopherus polyphemus Green sea turtle* Chelonia mydas Loggerhead sea turtle* Caretta caretta Peninsula cooter Pseudemys peninsularis Pond(yellowbelly) slider Trachemys scripta scripta Striped mud turtle* Kinosternon baurii A4 - 33 Birds Bird species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME American avocet Recurvirostra americana American coot Fulica americana American kestrel Falco sparverius American oystercatcher* Haematopus palliatus American Robin Turdus migratorius Anhinga Anhinga anhinga Bald eagle Haliaeetus leucocephalus Barred owl Strix varia Belted kingfisher Megaceryle alcyon Black skimmer* Rynchops niger Black vulture Coragyps atratus Black-and-white warbler Mniotilta varia Black-bellied plover Pluvialis squatarola Black-crowned night heron Nycticorax nycticorax Black-necked stilt Himantopus mexicanus Blue jay Cyanocitta cristata Blue-gray gnatcatcher Polioptila caerulea Boat-tailed grackle Quiscalus major Brown pelican* Pelecanus occidentalis Brown thrasher Toxostoma ruficm Budgerigar Melopsittacus undulatus Caspian tern Hydroprogne caspia Cattle egret Bubulcus ibis Chuck-will's-widow Caprimulgus carolinensis Common grackle Quiscalus quiscula Common ground-dove Columbina passerina Common moorhen Gallinula chloropus Common nighthawk Chordeiles minor Common snipe Gallinago gallinago Common tern Sterna hirundo Common yellowthroat Geothlypis trichas A4 - 34 Double-crested cormorant Phalacrocorax auritus Downy woodpecker Picoides pubescens Dunlin Calidris alpina Eastern screech owl Megascops asio Eurasian collared dove Streptopelia decaocto European starling Sturnus vulgaris Fish crow Corvus ossifragus Forster's tern Sterna forsteri Glossy ibis Plegadis falcinellus Gray catbird Dumetella carolinensis Great blue heron Ardea herodias Great crested flycatcher Myiarchus crinitus Great egret Ardea alba Great horned owl Bubo virginianus Greater yellowlegs Tringa melanoleuca Green heron Butorides virescens Green-winged teal Anas crecca Herring gull Larus argentatus Hooded merganser Lophodytes cucullatus House sparrow Passer domesticus Killdeer Charadrius vociferus Laughing gull Leucophaeus atricilla Least sandpiper Calidris minutilla Limpkin* Aramus guarauna Little blue heron* Egretta caerulea Loggerhead shrike Lanius ludovicianus Long-billed dowitcher Limnodromus scolopaceus Magnificent frigate bird Fregata magnificens Mangrove cuckoo Coccyzus minor Merlin Falco columbarius Mocking bird Mimus polyglottos Mottled duck Anas fulvigula Mourning dove Zenaida macroura Muscovy duck Cairina moschata Northern bobwhite Colinus virginianus Northern cardinal Cardinalis cardinalis A4 - 35 Northern gannet Morus bassanus Northern parula Parula americana Northern waterthrush Seiurus noveboracensis Osprey* Pandion haliaetus Painted bunting Passerina ciris Palm warbler Dendroica palmarum Peregrine falcon Falco peregrinus Pied-billed grebe Podilymbus podiceps Pileated woodpecker Dryocopus pileatus Piping plover* Charadrius melodus Prairie warbler Dendroica discolor Purple gallinule Porphyrula martinica Red knot Calidris canutus Red-bellied woodpecker Melanerpes carolinus Red-breasted merganser Mergus serrator Reddish egret* Egretta rufescens Red-shouldered hawk Buteo lineatus Red-tailed hawk Buteo jamaicensis Red-winged blackbird Agelaius phoeniceus Ring-billed gull Larus delawarensis Roseate spoonbill* Platalea ajaja Royal tern Sterna maxima Ruby-throated hummingbird Archilochus colubris Ruddy turnstone Arenaria interpres Sanderling Calidris alba Sandwich tern Sterna sandvicensis Semipalmated plover Charadrius semipalmatus Short-billed dowitcher Limnodromus griseus Snowy egret* Egretta Chula Spotted sandpiper Actitis macularia Swallow-tailed kite Elanoides forfrcatus Tri-colored heron* Egretta tricolor Turkey Meleagris gallapavo Turkey vulture Cathartes aura Western sandpiper Calidris mauri White ibis* Eudocimus albus A4 - 36 White pelican Pelecanus erythrorhynchos Willet Catoptrophorus semipalmatus Wood stork* Mycteria americana Yellow-bellied sapsucker Sphyrapicus varius Yellow-crowned night heron Nyctanassa violacea Yellow-rumped warbler Dendroica coronata Yellow-throated warbler Dendroica dominica Mammals Mammal species found within the NRPA Boundary COMMON NAME SCIENTIFIC NAME Big brown bat Eptesicus fuscus Bobcat Lynx rufus Bottle-nosed dolphin Turciops truncatus Brazilian free-tailed bat Tadarida brasiliensis Coyote Canis latrans Eastern gray squirrel Sciurus carolinensis Eastern mole Scalopus aquaticus Feral domestic cat Felis catus Florida Black bear Ursus americanus floridanus Florida Panther Puma concolor coryi Gray fox Urocyon cinereoargenteus House mouse Mus musculus Marsh rabbit Sylvilagus palustris Nine-banded armadillo Dasypus novemcinctus Raccoon Procyon lotor River otter Lutra canadensis Roof rat Rattus rattus Virginia opossum Didelphis Virginia West Indian manatee Trichechus manatus * Indicates Endangerd Species, Threatened Species, or Species of Special Concern A4 - 37 CLAM BAY NRPA MANAGEMENT PLAN(DRAFT) Pelican Bay Services Division July 2, 2014 Ver. 6.3 APPENDIX 5 - CLAM PASS MAINTENANCE DREDGING DESIGN CRITERIA AS Appendix 5 - Clam Pass Maintenance Dredging Design Critera Bay Tide Range The existing hydraulic monitoring program provides water level measurements at several stations within the bay system. The hydraulic monitoring data provides a record of the tidal range in the bay which is an indicator to the tidal prism or volume of water flowing through the inlet at each tidal cycle. In this analysis a review of ratios of the bay tidal range to that of the Gulf tide is used as the monitoring indictor to the flow through the inlet. Figure A5-1 shows a definition sketch illustrating the tidal ranges for the Gulf and bay. The bay tidal range is typically smaller than that of the Gulf tide due to flow resistance through the inlet channel and shoal features. The figure also shows the locations of two of the bay tidal gages that are used in this analysis to represent the bay tide range. Figure A5-2 shows a plot of the annual ratios of bay to Gulf tide from 1998 to date. However, data collected in 2006 and 2007 were insufficient to provide an annual representation of the tidal range ratio. The figure indicates that when the inlet was hydraulically stable the ratio between the bay and Gulf tide was between 0.6 and 0.7 over 90% of the time. The data also show that this ratio was below 0.5 prior to 1999 dredging when the inlet was unstable and in 2012 prior to the inlet closure. Dredging occurred in 2002 and 2007 while the tide range ratio was within the stable range. These dredging events were carried out based on physical monitoring data. In both dredge events, approximately one-third of the 1999 dredge quantity had accumulated within the dredge template at the time of dredging. In both dredge events the dredged material was placed south of the inlet. Physical Monitoring Data Analysis In addition to the hydraulic monitoring program, analysis of the physical monitoring data is used to characterize the flow areas and shoaling within the channel and flood shoal areas. The physical monitoring data includes bathymetric surveys of the inlet channel, flood shoal and ebb shoal features. The data analysis includes evaluation of the flow cross-section areas in three main sections of the dredging template, Sections A, B and C. Figure A5-3 shows the dredge template and the three monitoring segments. Section A represents the inlet channel, Section B represents the seaward part of the flood shoal and Section C represents the bay side part of the flood shoal. The analysis included evaluation of the cross section of flow below mean high water and volume of sand within each segment. The cross section of flow was computed at each survey station spaced approximately 50 feet apart. The average and minimum cross section areas were used as indicators of the physical condition of the flow area through each of the three segments. The cross section areas were compared to the design cross section area of 2013 dredging and the inlet conditions in 2004 and 2008. The 2008 and 2004 inlet conditions were used as a background benchmark for inlet conditions near equilibrium as the 2004 and 2008 survey were completed 2 years and 16 months following the 2002 and 2007 dredging event respectively. These conditions represent the inlet at stable conditions after the post dredging adjustment phase. il ',t,‘;;;.,"!#`41-j111.-'41 ., q % n'•''' -'. iii '.y1�+P s, o c , �4 'ter aaE u )-t....4 4.,!' } 3 - '� 8, -.,,,i0-0,4067,174.44,f,+' ...^ , 4 91.14, �y� 0, l 0X fF, ;;',•rtit"m; '1 d o .,q--;.::';',446`');‘4�Y. �f l'''`;'' .'41:!'71;7114,14 ale `t!"',ii l�,s�4f..T'R�9T"a"^r� .~b �b'1 n-"r. n,rs 4'f�s"YC,''. r, 8:i wiwrP �YJ �4N" �v'^� i .: •`J�' J I 1, a!P,, "e9' t X .x. :S ✓ ���'fhhhlt C: t f '.. o 'P� x� -d ,>. CSS i, Y t� .,15 t r ht ,y t #401,,4-No e � _. a 1 i N CO ^ '', rid. „ o,c.,.:".9 ..'•� �to ,,;,,,,,,.,.• _ . • sem- s rc.P., a) as ®9 t mol li 1 MN \ i ,,,,, _ ,R Elzr: ra CO CO i= E NLi ... r..r uT N C . . k C I . l CU CV _Q V j0 N N / U D d- - O N 1 1 40 c ,-14A O 'a N N i r-I 'a O N O O N i co Oo0 oo 1 to as a O .b O CON 4-1 o 1p_ O O cO /) N L O 1 O Nco .2 L I cu C co c 0 03 m N = Oro L O i C -c +—, N N ••� p N , o - A on N 4J (a N m rzC 13 • E _ 0raO O V N dA cn •to LA 00 r-I i 41 Ql Z LL Q1 Q1 O O O O O O O 0 0 O CT oo d- m N O 0 0 0 0 0 0 0 0 0 0 1I 9 o} oRem a2ueu apila2eaand ienuuv r e f4 R. VJ e. tea,i R f U/ Er to to r Q C o .. Nro Ur_ _,,.r„d, ¢r - .r----,.„„„...,,.....:,l C , EvI (aUa4. _ ..... .xk_- M i Q a) L.. to LI _.. .o, _.. <._._ .. ._.. Section A Inlet Channel The indicators used in this analysis were average cross section area, minimum cross section area and total volume of sand within Section A. Figure A5-4 shows the change of average flow cross- section area below mean high water for Section A. The figure covers the time period from January 2013 (pre-dredging conditions) to April 2014 (12 months post-dredging). The figure shows the change in cross-section area from pre-dredging conditions when the inlet was closed and its evolution immediately following dredging to 4 months, 7 months, and 12 months post dredging. The figure also shows the benchmark reference areas for the 2004 and 2008 average cross sections and the 2013 design cross section area. The data indicate that following the inlet opening in 2013 the average cross section shoaled below the design area while the inlet morphologic features were forming. After the initial adjustments the cross section area increased to above the design area and 2008 conditions,but remained below the 2004 conditions. Figure A5-5 shows the change of the minimum flow cross section area below mean high water for Section A. The figure also shows the change in minimum cross section area from pre- dredging to 12 months post dredging with comparison to the 2004 and 2008 minimum cross sections and the 2013 design cross section area. The data indicate that following the inlet opening the minimum cross section shoaled then steadily increased. The minimum cross section area remained smaller than the design cross section area, but approaches the design cross section area after 12 months. Figure A5-6 shows the change in total volume of sand accumulated in the dredge template since inlet opening. The figure shows that the Section A dredge template has accumulated sand within the dredge cut. It should be noted that the channel migrates and meanders within in the vicinity of the dredge cut. Thus, this indicator should not be used as a measure of critical conditions of the channel. Figure A5-7 shows a table of the design criteria parameters for Section A with comparisons to post dredging measurements.Recommended target values for each parameter are shown in red. Section B Flood Shoal The cross section area of flow through the flood shoal in Section B is an important indicator of the flow exchange between the bay and inlet and the flow efficiency to maintain the tidal range within the bay. Figure A5-8 shows the change of average flow cross section area below mean high water for Section B since inlet reopening. The figure covers the time period from January 2013 (pre- dredging conditions when the inlet was closed) to 12 months post dredging in April 2014. The figure shows how the average cross section evolved immediately following dredging to 4 months, 7 months and 12 months post dredging. The figure also shows the benchmark reference cross section areas for the 2004 and 2008 conditions and the average design template dredged in 2013. The data indicate that following the inlet opening the average cross section shoaled below the design area while the inlet morphologic features were forming. This process has continued throughout the 12 months post dredging. The cross section area remained larger than 2004 and 2008 conditions during the first 6 months post dredging then shoaled significantly in the following 6 months. The 12 months post dredging data indicate that the average cross section area within Section B became smaller than both historical benchmark conditions of 2004 and 2008. di 0 N C ('4 O C +.+ 0 d" U 0) U " 41 • N N c1 I 0 O- NO - N U L 01 U 0) 0) Q 1:i0 C 00 0.0 M tip m to 0) V) 0) (3) M-I CO o 0 , N 0 0 0 0 - N N N N c1 a 1 I 1 M 0 _' N o \ N N ,W V 1 r-I ¢ i O C RS - O CUO U c-1 al N a m 0 cu ro co 1,4 O LL 0 o C o c O1n +� •� N U U' 1O cn ^ V .W/ N N m O VI 0 UL V1 - csJ CU LO bA ✓ Ln ro ill • °J 0 N \ Ln M Cr GJ m i o N pA up LL N c-1 • (-Ni O N N O O O O O O 0 NI O O O LO On d- M N (4 bs)MHW moue eaJV uoi;aas sso.iD O N C c\-I O N U Q d- a) U tn In cu I I O , r1 L N U v) - U O I � N E ED E E M c v, c c I 2 0 2 2 0 0 NN I 0 0 0 0 - Q I 1 ll C _ O N Q N N N c-I k▪J a) Q t O O CU 1\ \ U \ toO Q CO m F2 o -. Q N +' O i 00 LL 1. 4— i G ,, o M C G _ N i V 4 \ N (I) m u O UD Z Ln EV M 2 O N NLA M Ct M L I O 3 qA N LL I N c1 N ri O N 1 1 i I I I I I \ N O O O O O O O O O O N in O Lfl O L) O LnO in N TY cr M m N N r-1 (4}bs)MHVV moue eaad uo!pas SSOJD Cr 0 N N moo 7r r1 0 0 0 0 0 N N N Cr I 1 \ I t.--1 � I I _ N N CO Cr O N - r-I m < O N _ C N N Oa d + C U m O O U - (n o I CD ci 4' (�6 _� m Q Q o y E E N Q r�-I a1 .0) —Cr r co "C3 0J m N P OC ^'▪0 - t! To W N a--, RI C m 2 CU 0O In E O O m 0 N o M 111 a I Cr) i o b.0N I N L N 6 I I -I N O N i 1 I 1 I I OO O O O O O O N O O O O O O O OO O O O O O 1-, l0 lfl d' m N c-I (AD)aieldwal a2paJa ui;uawipas �r- Ili' ., ' en 7-; O to § -0 : .: Q. O O O O O 0 rl CO m > O F - m m0 V 0 N N N o a a.C 2 o �' ...... 0 U ^ o CU N L ro1 N ...,i E 0 u O2 '- 0 N %—i f' 0 N � 0 ..c (Ni M A CONI N OM V Ch N3 a R3 c0 RS O_ v N a - N N a.+ co ▪L N O _ ▪C O� >12° O CI' r-I t O d' N 0N U Q p V < Ln m m A m m M d- c C tAv in0 C.) c6 nA I . CU 'cn N a--+ ,n N '$. O v) cin 0 Q C) 0 u 0 0 Q L 0 0 Obli 1 0 N C o oIL N 0 m LO as cn 0 N c-I N c O c :4=1 O U I I n i--I • N 0 `n — N 6-• O N L N V OJ N CO 00 c 00 00 ro q0 ro co L L L a) > > d- Q 0 Q Q O ,—i ,-1 OO c\-I O O O O \ II t"1co flu 0 ,_, G N - N }i ., csi U -1 a) ,,Vn m T_, co o cz _ ., N 0 a) m , U L o cn a , mco ON L i+ - o CDa 14— 00 o O m 4— C m o 00 O C o U N U C)^' V) N/ N tn m ,--1 U N _ o o 11, up CID V up s- L a) m Q 0 _ N I O N oc L, Ct CJ I i bA I I 0 r, O O O O O O Os,,s O O 0O 0 Om ON N E ,—i r r (1j bs)MHW mope eaJV UOI gas SSao11 1 r,,',,' Figure A5-9 shows the change of the minimum flow cross section area below mean high water for Section B since inlet opening. The data indicate that following inlet opening the minimum cross section shoaled to a level similar to the 2008 conditions. After the initial post dredging adjustment the minimum cross section area of flow, the 4 month and 7 month post dredging conditions became larger than the conditions of 2004 and 2008. However, at 12 months post dredging the minimum cross section dropped below the 2004 and 2008 conditions. Figure A5-10 shows the change in total volume of sand accumulated in the dredge template following inlet opening. The figure shows that over 5,500 cubic yards of sand were dredged from Section B. Over the 12 months since dredging nearly 5,000 cubic yards have accumulated in Section B. The amount of material accumulated in Section B after 12 months was much greater than the 2004 and 2008 conditions. Figure A5-11 shows a table of the design criteria parameters for Section B with comparisons to post dredging measurements. Recommended target values for each parameter are shown in red. Section C Outer Flood Shoal Section C represents the outer (bay side) flood shoal area of Clam Bay which is also a junction in the Clam Bay system where flow from the north and south tributaries connects to the inlet. Restriction of this area below design levels may reduce the tidal ranges in the bay system and therefore reduce tidal flow through the inlet. Only part of Section C was dredged in the 2013 maintenance dredging. This analysis is presented in part based upon the dredged portion of Section C and in part based upon the entirety of Section C. Figure A5-12 shows the change of average flow cross section area below mean high water for the dredged portion of Section C in 2013. The figure covers the time period from January 2013 to 12 months post dredging. This illustrates pre-dredging conditions when the inlet was closed, how the average cross section evolved immediately following dredging, 4 months, 7 months, and 12 months post dredging. The figure also shows the 2008 average cross section area and the design template area dredged in 2013. The data indicate that since Section C was partially dredged the average cross section remained below the 2008 conditions. The data also shows that the average cross section area in the dredged portion of Section C was similar to the 2008 conditions at 7 months post dredging and approached pre-dredging conditions at 12 months post dredging. Figure A5-13 shows the change of the minimum flow cross section area below mean high water for all of Section C following inlet opening. The data indicate that since Section C was partially dredged the average cross section generally remained below the 2004 and 2008 conditions. Figure A5-14 shows the change in total volume of sand accumulated in the dredged portion of Section C since inlet opening. The figure shows that over 2,000 cubic yards of sand were dredged from Section C. Over the 12 month period since dredging, approximately 1,500 cubic yards have accumulated in Section C. The accumulated material in the dredged portion of Section C is greater than the conditions of 2004 and 2008. Figure A5-15 shows the change in total volume of sand in all of Section C including the part that was not dredged in 2013. This figure illustrates the relative amount of dredging to the total volume within the template. The figure also shows the volumes within the template for 2004 and 2008 conditions. Figure A5-16 shows a table of the design criteria parameters for Section C with comparisons to post dredging measurements.Recommended target values for each parameter are shown in red. O N c--I C N 0 d\' U 0 N O . 47-' I' tri Ni 0 - O N U O0 N E Li E E C = O m E ao E E 2 o 2 I.m-I cm-I O O O O O O CO m + i ; I = O ON . - N _ i N }i \ 1 m ca N WO a L U c-I (n a m (13 o o o av - o o oo o LL o ° o C O U CU \ U cn til m O c-1 L o _ © U tn O E L \ = V m c, G 0 a. _ N \ LA I m Q CU IL O CIA I - ..N N I N e-I O N 1 1 1 1 1 1 \ 1"-- 0 O O O O O OO \ O p O 1.11 0 O O c-.1 lr, (i}bs)MHW moiag eaav uopas ssoaD i, ,, Cr O N i--1 N d' M CO ch a-1 O O O O O N N N d. • I I - I o 1 I I _ N N m d' O N - c-1 c-1 c-1 M O CO N c-1 O U M O a) M +2 O U VI N N 1 0) O I ozi ^ em1031 + a CL O in E cu • opo el I�'' -o Wm C1 O C) 73 - N Lr7 Cro u) C) a-+ Cco m 2 r-1 CD - o 0 L. a) • C >° 0 • N O o m rq IA I I Q a, L I I oCIO I "" N Ici 0 N c-1 0 N 1 I I 1 I N. O O O O O O O N O O O O O 0lID � d' 0 c--1 OON m N r-1 (AD)a;eidwal a2paaa u!luauaipas y iN+ 4140\4,.. ' ' '' .' ''1,,,4 e =C 13 .4-7; 4-0 K,. 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(AD)a}eiduaal apaia UI imam pas ci 0 N c-I N M CO d. c-I 0 0 0 0 0 N: 11 d, c-I , i li - o N M d' c-I O N c-I 0 1 t.` c-I C M c-I .® \ O v, c-I U G c M p t o U a om N o Q. - o I • o c F— a m CU o 0 b.13 - -, C 75 Lr) N fB i 1° a.) 0 to rn 2 C 0 4- O CD Lb CUE • m Q o • NLn \ LA CC CU CO 5- M O bA - \ B.L. LU y N I • N c-I 0 N I I I I I I \ n O O O O O O O \ O O O O O O N O O O O O O c-I l0 L!7 d' M N .r.. ,.. ..:., , . (AD)aleidwal a2pa.ia ua luauaipas Fes-3 t Inlet Channel Length The channel length is an important factor in the inlet stability parameters. A longer inlet channel will provide greater resistance to flow. Higher flow resistance will reduce the tidal range and increase the phase lag with the gulf tide which reduces the tidal prism and flow through the inlet. Figure A5-17 shows a selection of aerials showing Clam Pass from 2004 to 2013. The figure shows the range of channel orientation and change in channel length and beach width on both sides of the inlet during that period. Figure A5-18 shows a plot of the approximate channel length measured at the center line of the channel through Section A from open coast to the beginning of Section B. The plot shows the dredged channel length of approximately 250 feet. Pre-dredging conditions show a channel length of over 500 ft. The data shows the channel in Section A meandered to over 600 feet in length before the inlet closed in 2012. Figure A5-19 shows a table of the design criteria parameters for channel length with comparisons to post dredging measurements and mapping of the channel evolution since reopening in April 2013. The recommended target value for channel length is shown in red. A similar situation also occurs in Sections B and C. After dredging, these Sections behave as bay areas where sand may accumulate. As sand accumulates these areas become channelized. This channelization increases the overall channel length and adds to the flow resistance and attenuation of the bay range. When the flood shoal areas fill to capacity, the connection between the gulf and bay become a very long meandering channel that dissipates the tidal range and diminish the flow rate beyond critical conditions needed to keep the inlet open. Such conditions existed in the late nineties and in 2012 prior to inlet closure. Maintenance dredging of Sections B and C as conducted in 1999, 2002, 2007 and partially in 2013 is necessary to keep the inlet stable. Ebb shoal The size and shape of the ebb shoal is a key factor to the stability of the inlet that supports the stability of the system. The ebb shoal helps to keep the inlet open when facing storms and big wave events. The ebb shoal delta provides sheltering to the channel and sand bypass pathway around the inlet without filling it closed. The shape and volume of the ebb shoal are additional indicators of the stability of the inlet. Ebb shoal critical conditions include onshore collapse of the ebb shoal that can be indicated by significant change in ebb shoal offshore distance, volume, and increase in dry beach areas adjacent to the inlet. Figure A5-20 shows a table for the ebb shoal design criteria parameters and monitoring measurements since inlet opening in April 2013. Recommended target values for the ebb shoal are presented in red. I � n t� W 1 �•1' o S � � ' - Vit_+ o w tio C` 4 1Y , ,1' E W 2! - ' O OOOOQ. d 0 O O O O 00 o r c m 1 N O VI 4=1 0 0 V .- C 0 my CU C 'a13 2 •o o 0LO O O N Ln 0 cCD oy Li of M Mr M d' M m CO c RIU Q C o aA I NCU ° L N 0 L. > 'O 15 QCD a o73 2 aW cCU o o a 0 0 0 0 c tta -� iaJ Lr/ 0 v'' O O N 0 0 7 13 C CD R Ln .Q)V 4-' Q C L tto (, t]A .N 3 v� N +, I . NiZ • 0 0 U 0 0 Q riA N 0 © 00 �-I-I a a 000 ( o N N a. a. M LO rl iX05..,. rte: CO / O S, m .., , • i . tit... 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