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Agenda 10/02/2014 PELICAN BAY SERVICES DIVISION Municipal Service Taxing & Benefit Unit NOTICE OF PUBLIC MEETING OCTOBER 2, 2014 THE PELICAN BAY SERVICES DIVISION BOARD WILL MEET THURSDAY, OCTOBER 2 AT 12:30 PM AT THE COMMUNITY CENTER AT PELICAN BAY, LOCATED AT 8960 HAMMOCK OAK DRIVE, NAPLES, FLORIDA. AGENDA 1. Pledge of Allegiance 2. Roll call 3. Welcome Henry Bachman and Ken Dawson to the Board 4. Agenda approval 5. Audience comments 6. Approval of meeting minutes 7. Administrator's report a. * Pelican Bay Blvd. paving project i. * Consideration of sharrow markings on Gulf Park Drive b. County approval of FY 2015 budget c. North berm restoration update d. * Dredging permit status & 10-year permit application e. Monthly financial report 8. * Changes to Clam Bay NRPA Management Plan 9. * Recommendation of Dave Mangan as Commercial member 10. Chairman's report 11. Committee Reports a. Safety Committee i. Community bicycle/pedestrian safety education project update ii. Pathway/roadway vegetation trimming update b. Clam Bay i. * Water sampling sites c. Landscape &Water Management i. Tilapia stocking in Community Center lake presentation 12. Old business 13. New business 14. Adjourn *asterisk indicates possible Board action item 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 OR VISIT PELICANBAYSERVICESDIVISION.NET. 9/30/2014 2:55:31 PM PELICAN BAY SERVICES DIVISION BOARD REGULAR SESSION MAY 7,2014 The Pelican Bay Services Division Board met in Regular Session on Wednesday,May 7 at 1:00 PM at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida, 34108. In attendance were: Pelican Bay Services Division Board Dave Trecker, Chairman John Domenie Susan O'Brien, Vice Chairman John laizzo Joe Chicurel Michael Levy Tom Cravens Scott Streckenbein Frank C. Dickson, II absent Hunter Hansen Pelican Bay Services Division Staff W.Neil Dorrill, Administrator Mary McCaughtry Operations Analyst Lisa Resnick, Interim Operations Manager Also Present Jim Carr, P.E.,Agnoli,Barber, & Brundage Kevin Carter, Field Manager, Dorrill Management Group Mohamed Dabees,P.E., Ph.D.,Humiston &Moore Engineers Tim Hall, Principal, Turrell, Hall &Associates, Inc. Jim Hoppensteadt, President, Pelican Bay Foundation AGENDA 1. Pledge of Allegiance 2. Roll call 3. Agenda approval 4. Audience comments 5. Approval of meeting minutes a. February 26 Landscaping Workshop b. March 5 Regular Session c. April 2 Regular Session 6. Administrator's report a. Selection of Operations Manager b. North berm restoration update c. *Clam Pass dredging d. L'Ambiance lake bank update e. Update on Oak Lake Sanctuary pipe f. Update on mangrove trimming on north boardwalk g. Escarpment management h. Monthly financial report 7. Chairman's report a. Communications to residents b. Summer meeting schedule c. Commercial membership 8686 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 8. Committees a. Budget i. *Board vote on the proposed FY 2015 budget b. Clam Bay i. Management plan, workshop, and 10-year permit ii. * Revised ordinance for vessel speed iii. Clam Pass data c. Safety i. *Board vote regarding installation of warning lights at San Marino crossing ii. *Board vote to replace all pedestrian crossing signs containing red stop signs with yield signs iii. *Board vote to investigate type and placement of signage along pathways on Pelican Bay Blvd. alerting bicyclists to yield to pedestrians d. Landscape &Water Management i. Expanding testing (CH2M Hill) ii. Proposal by Mike Levy 9. Old business a. Water management responsibilities in Commons project i. Easement restriction on Commons site ii. % impervious in PUD, now, and in proposed plan at Commons iii. Proposed water management changes at Commons 10. New business 11. Adjourn ROLL CALL With the exception of Mr. Dickson, all members were present. AGENDA APPROVAL Mr. Cravens motioned,Mr. Levy seconded, to approve the agenda as amended[move up 9a. to Administrator's report as 6h and move financial report to 61.J. The motion carried unanimously. AUDIENCE COMMENTS Dr. Ted Raia commented on the number of modifications made to Pelican Bay Services Division's South Florida Water Management District surface water management permit. Mr. Dave Cook commented on removing bromeliads in the line of sight and staff indicated this would be done as soon as possible. 8687 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 Mr. Bruce Beauchamp suggested that in anticipation of resurfacing, a survey on whether to install bicycle lanes on Pelican Bay Blvd. should be done. Dr. Chicurel explained that in lieu of bicycle lanes,the Services Division decided to install"share the road" signage. Additionally,the safety committee would further explore this issue. Ms. Mollie Moffatt supported the resurfacing of Pelican Bay Blvd. Mr. Dorrill added that the County plans to resurface Pelican Bay Blvd. during FY 2015. Ms.Marcia Cravens was concerned about the north berm restoration project. APPROVAL OF MEETING MINUTES FEBRUARY 26 LANDSCAPING WORKSHOP Mr. Cravens motioned,Mr. Domenie seconded to approve the February 26 Landscaping Workshop minutes as amended[Strike "all member s"and replace with "quorum present"]. The motion carried unanimously. MARCH 5 REGULAR SESSION Mr. Cravens motioned,Mr. Hansen seconded, to approve the March 5 regular board meeting minutes as amended[p.8676 add "20 percent"to "15,000 cubic yards+/ to read, "15,000 cubic yards +/-20 percent]. The motion carried unanimously. APRIL 2 REGULAR SESSION MINUTES Approval of the April 2 minutes was continued due to differences of opinion regarding the Board's discussion regarding repairing or replacing fountains within the community that may or may not be under its jurisdiction and requested that staff review the tape. ADMINISTRATOR'S REPORT UPDATE ON SELECTION PROCESS FOR NEW OPERATIONS MANAGER Mr. Dorrill reported that interviews were underway and once complete,would develop a short list of three. In the meantime, Mr. Dorrill named Ms. Resnick as the acting Operations Manager. The final decision for who is hired into this position rests with the Administrator in accordance with the County Manager's Ordinance and Human Resources Department. 8688 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 NORTH BERM RESTORATION PERMITTING UPDATE Mr. Dorrill reported that the lowest and most qualified bidder was Quality Enterprises, the same contractor that restored the south berm. Two addendums to the bid were issued, so that contractors could give a separate price to accommodate the Foundation's north beach facility renovation. This accommodation would allow the contractor to work from 4 p.m.— 8 p.m. because areas of the project site would not be accessible during normal working hours; however, there were cost implications. The project was over budget due to 1) soil on the west side of the berm that had sunk up to six feet and would require stabilization with geo-textile material, and 2) the alternate work schedules that were offered to the contractor: 12 p.m.—8 p.m. or 4 p.m.—8 p.m. The estimated total cost increased from $330,000—$763,000; however,the Foundation would be responsible for the asphalt overlay estimated at$75,000. Mr. Cravens motioned, Chairman Trecker seconded, to proceed with the restoration work The motion carried unanimously. CLAM PASS DREDGING Mr. Dorrill reported that the most recent bathymetric and aerial surveys show an increasing shoal problem within sections B and C. Dr.Mohamed Dabees reviewed the post-dredging data at 12-months post construction which indicated the criteria for dredging sections B and C was met and recommended dredging of sections B and C occur as soon as possible. Mr. Cravens motioned,Mr. Domenie seconded, to proceed with a maintenance dredge of Clam Pass. The motion carried 9-1;Ms. O'Brien opposed. L'AMBIANCE LAKE BANK UPDATE Mr. Dorrill reported the Services Division would cost share with L'Ambiance for the fill within this lake bank easement. OAK LAKE SANCTUARY PIPE Mr. Dorrill reported that the Services Division had committed its engineer to advise Oak Lake Sanctuary to repair their broken pipe. UPDATE ON MANGROVE TRIMMING ON NORTH BOARDWALK Mr. Dorrill explained that the Services Division holds a permit that allows staff to do mangrove trimming throughout the community and there was a great deal of concern regarding 8689 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 removal of all or part of the canopy associated with the north beach project; however,the Services Division is not involved in the Foundation's project, nor were any requests received for staffs assistance trimming mangroves. Additionally,the Services Division does not have the manpower or budget resources to devote to this project. ESCARPMENT MANAGEMENT Mr. Dorrill reported that in cooperation with Coastal Zone Management Department, the Services Division planned to address any escarpments formed near Clam Pass during turtle nesting season. WATER MANAGEMENT RESPONSIBILITIES Mr. Dorrill reported that Mr. Jim Carr, the Services Division's engineer of record would review the Site Development Plan application for the expansion of the Commons for conflicts and whether it would require a modification to the South Florida Water Management District permit. Mr. Carr explained the original permit for this site was in 1980 when the Commons was shown as a park. There was no documentation from 1980-1998 and no data regarding pervious and impervious areas of what was actually permitted and what the difference actually was. Historically this area has been a parking lot with swales and pipes with a 36-inch pipe discharge out to the northwest corner and another discharge out to the south in the lake to the south. In the new application that was filed,the south discharge pipe remains. In the northwest corner, a new dry detention area with a control structure will hold water. The engineer who filed the application will have to quantify the drainage calculations, to ensure that the water does not flood the parking lot and how much will discharge offsite. In regards to existing drainage easements, there is one to the west; however, it does not affect this project. There was a drainage easement that runs along the south of the Commons parcel, and currently, the parking lot sits on top of that area. It may not have been relocated because now there is a lake to the south and drainage occurs to the south. Due to lack of existing data,the amount of pervious and impervious areas historically, currently and proposed was still unknown. Mr. Carr would explore further the drainage easement to the south that the parking lot sits on top of to find out who was or is responsible for it, as well as whether it was paved over and was superseded to a new drainage easement farther to the south as a swale or other control structure and provide a report. 8690 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 MONTHLY FINANCIAL REPORT Mr. Cravens motioned,Mr. Domenie seconded to accept the monthly financial report. The motion carried unanimously. SUMMER MEETINGS SCHEDULE The Board planned to hold regular meetings as scheduled in June,July, and September, and cancel August. BUDGET COMMITTEE REPORT Mr. Levy motioned,Mr. Cravens seconded to approve the proposed FY2015 budget as presented. The motion carried unanimously. CLAM BAY COMMITTEE REPORT Vice Chairman O'Brien requested that the latest draft of the Clam Bay NRPA Management Plan be posted to the website once available in advance of the May 14 Clam Bay Workshop. The vessel speed ordinance was discussed and Ms. Marcia Cravens and Ms. Linda Roth commented. Vice Chairman O'Brien motioned,Mr. Domenie seconded to approve the revised ordinance for vessel speed. The motion carried unanimously. SAFETY COMMITTEE Dr. Chicurel motioned,Mr. Domenie seconded that the PBSD Board accept the unanimous recommendation of the safety committee that warning signs approaching the San Marino sidewalk are adequate and lawful and that no flashing yellow lights are needed at the crosswalk. The motion carried unanimously. Dr. Chicurel motioned,Mr. Cravens seconded that the PBSD staff investigate the placement and the minimum number of county approved signs along Pelican Bay Blvd.paths indicating some form that bicyclists must yield to pedestrians. The motion carried unanimously. 8691 Pelican Bay Services Division Board Regular Session Minutes Wednesday,May 7,2014 Dr. Chicurel motioned,Mr. Cravens seconded that the PBSD board authorize staff to investigate the type of signage and the placement requirements for safety signs alerting bicyclists to "yield"to pedestrians along the pathways on Pelican Bay Blvd. The Board vote was tied 4-4 and failed. Dr. Chicurel motioned, Mr. Cravens seconded that the PBSD Board accept the safety committee's unanimous recommendation that all "stop for pedestrian in crosswalks" signs be replace with"yield to pedestrians" signs. Mr. Can explained that where those signs are replaced from stop to yield, at each crossing the stop bars and striping would also have to change and suggested this be done when Pelican Bay Blvd. was repaved . Dr. Chicurel withdrew his motion to replace all stop for pedestrian signs with yield to pedestrian signs until the Committee could review and hash out the striping options. ADJOURN Mr. Cravens motioned, Vice Chairman O'Brien seconded, to adjourn. The motion carried unanimously and meeting adjourned at 4:05 PM. Dave Trecker, Chairman 9/30/2014 2:47:11 PM 8692 Pelican ay Blvd Maintenance Paving Project o Tentative Start Date: October 13,2014 o Work Hours: 8:00 AM to 6:00 PM o End Date: November 21, 2014 o Total estimated milling: 106,500 yd2 o Total estimated tons of asphalt: 9,000 tons o Estimated daily shift totals: milling 6500 yd2 &asphalt 500 tons o Estimated 20 working shifts to complete with 10 working shifts for weather delays&cleanup o Process will start by completing one lane at a time from start to end o Starting at the Southern end inside lane, moving north o "Sharrow"cost$52 each in white paint (preformed thermoplastic 90 mils thick, not available thinner) o Estimated cost for paver/crosswalk protection with Plywood $55,000,still looking into alternatives o Require sprinklers not to run four hours prior to work and to stay off during working hours, prefer to only have sprinklers working on weekends/non working days o Temporary"paint"striping will be placed following each day of paving o Thermo plastic striping will be done at night approximately two weeks following completion of pavement o Points of Contact: Travis Gossard Road&Bridge,Superintendent J.R. Gorentz Road&Bridge,Contract Supervisor Alex Blanco Road&Bridge, Inspector (239)252-8924 normally scheduled working hours 8:00 AM to 5:00 PM Monday through Friday 5:01 PM to 7:59 AM and weekends our answering service will contact on-call representative for emergencies Pelican Bay Blvd Paving and Striping Estimate Asphalt & Milling.Estimate Milling $375,000.00 1.75" SP-9.5 $1,125,000.00 Paver Protection During Milling & Paving $75,000.00 Milling and Paving Estimate Total $1,575,000.00 Striping Estimates Option One (Existing Conditions) Option #1 Total $205,000.00 Option Two (Two 10' Travel Lanes and 4' Bike Lanes) Option #2 Total $255,000.00 Option Three (One 14',Traver ane and Bike Lane with 5' Striped Buffer) Optiop #3 Total $775,000.00 • g� u i • s g —o -�.73 ' 1 `"�A W '`'� * 'fit �� � a •r.-a"'.$y m aP y _ ► -� co,. 2 ,,, 4," ,,, TIT D 1. l-I Io +o p Ip 64Hy' FC k PW[ x' Si"' •.t g ,, a> r mm m4 �a,�� �y� a Os , C 1 o ' er i7,,...,,':;: -',. ..'.-0,--4_,,,1.1-' : o 03 t. i, 4'„,1- '4' � ]r-'„ 4, , r,. 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They simply guide bicyclists to the best place to ride and help motorists expect to see and share the lane with bicyclists. p} 4, y - m h • Yd S ix r }N ` .. MILta '45t Y .fit y "qY r r Sharrow roadway lane markings were adopted by the FDOT in January 2011 for "substandard-width lanes" which according to the FDOT Green Book on uniform minimum standards for design, construction, and maintenance of roads are less than 14 feet wide and do not have a marked bike lane. (FDOT Green Book Chapter 8 -Bicycle Facilities Section 8.4.3) "Wide outside curb lanes are through lanes which provide a minimum of 14 feet in width. This width allows most motor vehicles to pass cyclists within the travel lane, which is not possible in more typical 10-12 foot wide travel lanes" Florida Statute 316.2065 (5)(a)3. on bicycle regulations states that: "For the purposes of this subsection, a "substandard-width lane"is a lane too narrow for a bicycle and another vehicle to travel safely side by side within the lane." Florida Statute 316.2065 (5)(a) also states that: "Any person operating a bicycle upon a roadway at less than the speed of traffic at the time and place and under the conditions then existing shall ride in the lane marked for bicycle use or, if no lane is marked for bicycle use, as close as practicable to the right-hand curb or edge of the roadway except under the following situations: (5)(a)3 : "When reasonably necessary to avoid any condition or potential conflict, including, but not limited to, a fixed or moving object, parked or moving vehicle, bicycle, pedestrian, animal, surface hazard, turn lane, or substandard-width lane, which makes it unsafe to continue along the right- hand curb or edge or within the bicycle lane. For the purposes of this subsection, a "substandard-width lane"is a lane that is too narrow for a bicycle and another vehicle to travel safely side by side within the lane." Collier County has adopted FDOT standards for their roads. tdif LAO a-f- of ‘-t;I PO(111/4.11 DA ar-t- S11.1) iI j (P Pelican Bay Blvd Road Maintenance October 2, 2014 Project Notes Pelican Bay Blvd Paving Project— Expenses Broke Down - Road Maintenance Collier County Expense Estimates: Milling: 106,500 yd2 $3.00 per yd2 $319,500 Asphalt: 9,000 tons $102 per ton $918,000 Striping: Existing Striping to standard $200,000 Traffic Loops: $5,000 Total Collier County Expense Estimate: $1,442,500 Pelican Bay Services Division Expense Estimates: Crosswalk/Paver Protection: $55,000 "Sharrow" Striping: 162 $52 each $8,424 Total Collier County Expense Estimate: $63,424 Who pays for this striping? Gulf Park Drive Striping Estimated Costs $20,000 Pelican Bay Blvd Road Maintenance October 2, 2014 Project Notes Pelican Bay Blvd Project Notes: 4 September 17th Met with Pelican Bay Service District Reps in Nick's office discussing the project e September 25th &26th Made contact to PBS to notify in advance sprinklers will need to be adjusted to accommodate the milling and paving operations * September 22nd Road Maint made contact with Paving and Striping contractors Preferred Materials began making inquiries to secure staging location o September 29th Preferred Materials videotaped the entire length of the project to document existing conditions prior to project starting e October 2nd thru 8th Median and gutter repairs in a w with repaieven rs to both median e locations taking noses) place (Ridgewood Dr intersection is the m e October 1st CC Road Maintenance submitted requests to open Purchases Orders Preferred Materials beginning the process to obtain bonding ------------- ® October 2nd Road & Bridges Director attends Pelican Bay Service District's meeting to answer questions about project © Planned Project Start Date: October 13, 2014 e Planned Work Hours: 8:00 AM to 6:00 PM e Planned End Date: November 21, 2014 e Planned daily shift totals: milling 6500 yd2 &asphalt 500 tons e Estimated 20 working shifts to complete with 10 working shifts for weather delays&cleanup • Process will start by completing one lane at a time from start to end e Milling and Paving will start at the Southern end inside lane, moving north—top of crown to outside lane—will mill and pave the crossovers as not able to locatee the preformed thermoplastic in run of the inside lane • "Sharrow"cost$52 each in white paint 20 mils,the only preformed sharrows available are either 90 or 125 mils thick) — is ® Estimated cost for paver/crosswalk protection 'th Pclip p them togeood$55,00OhePr and'secdu e themls with going to cover all crosswalks with plywood. They will boards across the ends and along the lane lines. ® Require sprinklers not to run four hours prior to work and to stay off during working hours, prefer to only have sprinklers working on weekends/non working days—made contact September 25th& 26th by email with PBSD personnel ® Temporary"paint" striping will be placed following each day of paving • Thermo plastic striping will be done at night approximately two weeks following completion of pavement e Any issues that arise should be handled through the Road & Bridge main office—numbers and contacts listed below e There will be an inspector on the job each day from start to finish and will be able to handle any immediate issues or concerns(Alex Blanco—Inspector) • Any non-pre-existing damage will be repaired Pelican Bay Blvd Road Maintenance October 2, 2014 Project Notes * Have instructed the contractors to keep equipment and vehicles off grass or plant areas • Points of Contact: Travis Gossard Road &Bridge,Superintendent ].R. Gonentz Road & Bridge,Contract Supervisor Alex Blanco Road& Bridge, inspector <239)252'8924 nornna|iyscheduled working hours 8:OOAK4to5:UOPK� ��ondaythrough Friday �5:U1PKto7:59AMandxeekendsouransverin0servicewiUcontacton-ca|| representativefor emergencies Pelican Bay Blvd Maintenance Paving Project • Tentative Start Date: October 13, 2014 s Work Hours: 8:00 AM to 6:00 PM Q End Date: November 21, 2014 ' Total estimated milling: 106,500 yd2 9 Total estimated tons of asphalt: 9,000 tons 9 Estimated daily shift totals: milling 6500 yd2 &asphalt 500 tons 0 Estimated 20 working shifts to complete with 10 working shifts for weather delays&cleanup G Process will start by completing one lane at a time from start to end O Starting at the Southern end inside lane, moving north e "Sharrow"cost$52 each in white paint (preformed thermoplastic 90 mils thick, not available thinner) O Estimated cost for paver/crosswalk protection with Plywood$55,000, still looking into alternatives • Require sprinklers not to run four hours prior to work and to stay off during working hours, prefer to only have sprinklers working on weekends/non working days e Temporary"paint"striping will be placed following each day of paving A Thermo plastic striping will be done at night approximately two weeks following completion of pavement O Points of Contact: Travis Gossard Road & Bridge,Superintendent J.R. Gorentz Road & Bridge, Contract Supervisor Alex Blanco Road &Bridge, Inspector (239)252-8924 normally scheduled working hours 8:00 AM to 5:00 PM Monday through Friday 5:01 PM to 7:59 AM and weekends our answering service will contact on-call representative for emergencies Ut SkAA.L4e41 CLAM BAY ISSUES 7 D V`4. L Clam Bay Management Plan Staff Recommendations in Executive Summary A. Modify water-quality monitoring - "Be consistent with sites used by Atkins Consulting to establish nutrient criteria. - "Continue to be conducted monthly. - "Follow the recommended parameter list, making certain that all sampling protocols comply with FDEP guidelines and standards. - "Continue to meet the Fla. Admin. Code for inclusion in the statewide water quality database (STORET) and enter data into STORET annually. - "Continue to provide for an annual report utilizing the methodologies recommended by the county's consultant." B. "Incorporating the management plan as part of the next 10 year maintenance permit is not recommended and may expose the county to unnecessary risk and unintended consequences ... and should be avoided." Discussions with Tim Durham, Gary McAlpin, Bill Lorenz and Neil Dorrill on this point indicated that county staff (1 ) was not challenging the dredging philosophy expressed in the Clam Bay Management Plan and (2) was not asking for any revision of the Management Plan. County staff is stating its belief that a tie-in of the Management Plan to subsequent preparation of the 10-year dredging permit application will limit PBSD flexibility in dealing with the permitting agencies and could provide an entry point for introduction of peripheral issues and cause unnecessary delays. Recommendation to Board: Accept proposal for modified water- quality monitoring and testing protocols. Clam Bay Committee - "Incorporate recommendations made by county staff into water-quality section of Clam Bay NRPA Management Plan and add language that Clam Bay is a mixed- use waterway with a permitted canoe trail ... for review and approval by PBSD board at 10/1 meeting." II. 10-Year Dredging Permit Application (ACOE) A. Preparation should begin immediately. Timeline? B Foundation Involvement Legal uncertainties with previous Foundation demands remain unresolved. Current Foundation requests to (1) fill in meandered channel during dredging realignment and (2) grade escarpments appear reasonable. Suggested Foundation participation in 10-year dredging permit preparation: Interaction of Foundation coastal engineer, Erik Olsen, with PBSD coastal engineer, Mohamed Dabees (Dave Cook & Jim Hoppensteadt). Recommendation to Board: Accept Foundation requests (above) and involve Foundation in preparation of 10-year dredging permit application. C. Eventually align existing FDEP 10-year dredging permit with application to Army Corps of Engineers. III. Emergency Dredging Permit A. Preparation/submission/approval of 10-year ACOE dredging permit will take at least 12-15 months (Tim Hall). B. It is unlikely Clam Pass will remain open for another 12+ months. C. Preparation of emergency dredging permit application, minus specific dredging template, should be considered a high priority. PELICAN BAY ei,c7 Pelican Bay Foundation, Inc. August 28,2014 Mr.Leo Ochs,Jr. County Manager Collier County Manager's Office 3299 Tamiami Trail East,Suite 202 Naples, FL 34112-5746 RE: Proposed Maintenance Dredging of Clam Pass Dear Leo, As you know,the Pelican Bay Foundation(Foundation),exercising its rights pursuant to the Declaration of Protective Covenants and Restrictions for the above referenced property,sent the attached letter to the Pelican Bay Services Division Board of Directors(PBSD)on June 26,2014. We addressed our letter to the PBSD as they are the entity designated by the Board of Collier County Commissioners(BCC)to advise the BCC on Clam Bay and Clam Pass related matters. On August 5,2014,the Foundation received a letter from Turrell,Hall&Associates,a consultant under contract to the PBSD on Clam Bay/Clam Pass matters,also attached,which was reportedly in response to our June 26,2014 letter. The Foundation holds the rights articulated in the June 26,2014 letter,and the Foundation and its members also own substantial amounts of valuable real property that abuts,adjoins and surrounds Clam Pass and Clam Bay. The Pelican Bay Foundation is also a riparian owner of land abutting the north side of Clam Pass. The protection and preservation of this property is of utmost concern to the Foundation. We believe that both the County's and the Foundation's interests are best memorialized in the 10-year FDEP Permit which was issued to Collier County in 2012. This permit application was authored with significant collegial input from the Foundation. That permit states that"the meandered channel location will be filled with beach compatible sand during the initial channel realignment". Additionally, the FDEP permit specifies the slope ratio that must be maintained from the dune into the water. These two issues are an absolute requirement of the Foundation's approval. The Turrell, Hall&Associates letter of August 5,2014 is non-responsive to our letter of June 26,2014 as it does not specifically commit to the infill of the meander,nor does it precisely specify the grade of the slope that will be maintained should additional sand be placed on Foundation property. In 2013,the ACOE Nationwide Permit was necessitated because the Pass was completely closed. That represented an emergency condition for which no Federal permit existed. Over a year later,the County has still not applied for a 10-year maintenance permit from the ACOE consistent with the FDEP permit which would provide for the proper maintenance dredging of Clam Pass,as well as an opportunity for the Foundation to provide the requisite input. Pursuing stop-gap Nationwide permits from the ACOE Pelican Bay Foundation, Inc. D 6251 Pelican Bay Boulevard d Naples, Florida 34108 (239)597-8081 0 (239)597-6802 FAX c E-Mail: memberservices@pelicanbay.org e. O Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-September 30, 2014 Operating Fund 109-FY 2014 (Unaudited) Assets Current Assets Cash and Investments 1,005,462.75 Interest Receivable - Improvements,Vehicles & Equipment 863,142.98 Due from Property Appraiser - Due from Tax Collector - Total Current Assets $ 1,868,605.73 Total Assets $ 1,868,605.73 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 24,921.09 Accrued Wages Payable - Goods Received/Inventory Recv'd 22,683.46 Total Liabilities $ 47,604.55 Fund Balance Fund Balance-unreserved 925,067.65 Excess Revenues (Expenditures) 895,933.53 Total Fund Balance 1,821,001.18 Total Liabilities and Fund Balance $ 1,868,605.73 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-September 30,2014 Operating Fund 109-FY 2014 (Unaudited) Annual YTD YTD Budget Budget Actual Variance • Operating Revenues: Carryforward $ 796,800.00 $ 796,800.00 $ 796,800.00 $ - Special Assessment-Water Management Admin 742,500.00 742,500.00 714,671.82 (27,828.18) Special Assessment-Right of Way Beautification 1,947,100.00 1,947,100.00 1,875,082.21 (72,017.79) Plan Review Fees 1,500.00 - - - Miscellaneous - - 1,506.25 1,506.25 Revenue Reserve(est.5%) (135,300.00) - - - Interest 15,200.00 15,200.00 6,442.82 (8,757.18) Total Operating Revenues $ 3,367,800.00 $ 3,501,600.00 $ 3,394,503.10 $ (107,096.90) Operating Expenditures: Water Management Administration Payroll Expense $ 48,500.00 $ 48,500.00 $ 45,734.92 $ 2,765.08 Emergency Maintenace and Repairs 6,800.00 6,800.00 - 6,800.00 IT Direct Capital 200.00 200.00 200.00 - IT Office Automation/Billing Hr. 4,500.00 4,500.00 4,500.00 - Indirect Cost Reimbursement 80,300.00 80,300.00 80,300.00 - Inter Payment/Mnt.Site Ins. Assessment 15,900.00 15,900.00 15,900.00 - Other Contractural Services 37,500.00 37,500.00 36,745.00 755.00 Telephone 3,600.00 3,600.00 2,728.00 872.00 Postage and Freight 1,700.00 1,700.00 930.05 769.95 Rent Buildings and Equipment 11,000.00 11,000.00 10,298.38 701.62 Insurance-General 900.00 900.00 900.00 - Printing,Binding and Copying 1,800.00 1,800.00 365.00 1,435.00 Clerk's Recording Fees 1,200.00 1,200.00 - 1,200.00 Legal Advertising 1,200.00 1,200.00 814.03 385.97 Other Office and Operating Supplies 2,200.00 2,200.00 1,865.04 334.96 Training and Education(Tuition Reimb.) 1,100.00 1,100.00 3,023.66 (1,923.66) Total Water Management Admin Operating $ 218,400.00 $ 218,400.00 $ 204,304.08 $ 14,095.92 Water Management Field Operations Payroll Expense $ 141,600.00 $ 141,600.00 $ 133,286.81 $ 8,313.19 Engineering Fees 32,500.00 32,500.00 21,293.46 11,206.54 Flood Control Berm and Swale Mntc. 18,000.00 18,000.00 65,235.00 (47,235.00) Landscape Materials/Replanting Program 8,500.00 8,500.00 616.64 7,883.36 Interdepartmental Payment(Water Quality Lab) 29,100.00 29,100.00 29,319.00 (219.00) Plan Review Charges 1,500.00 - - - Other Contractural Services 1,000.00 1,000.00 1,000.00 - Temporary Labor 44,900.00 44,900.00 53,722.40 (8,822.40) Cell Phones 500.00 500.00 635.74 (135.74) Trash and Garbage 5,700.00 5,700.00 4,736.83 963.17 Motor Pool Rental Charge 200.00 200.00 95.06 104.94 Insurance-General 2,400.00 2,400.00 2,400.00 - Insurance-Auto 900.00 900.00 900.00 - Building Repairs&Mntc. 1,700.00 1,700.00 401.39 1,298.61 Fleet Maintenance and Parts 3,900.00 3,900.00 10,482.83 (6,582.83) Fuel and Lubricants 3,400.00 3,400.00 2,745.16 654.84 Tree Triming 52,000.00 52,000.00 35,902.00 16,098.00 Clothing and Uniforms 1,100.00 1,100.00 994.29 105.71 Personal Safety Equipment 500.00 500.00 2,500.00 (2,000.00) Page 1 of 3 --1c 0 Fertilizer and Herbicides 89,400.00 89,400.00 43,042.70 46,357.30 Other Repairs and Maintenance 1,500.00 1,500.00 2,022.30 (522.30) Other Operating Supplies and Equipment 2,500.00 2,500.00 5,192.36 (2,692.36) Total Water Management Field Operating $ 442,800.00 $ 441,300.00 $ 416,523.97 $ 24,776.03 Right of Way Beautification-Operating Payroll Expense $ 49,900.00 $ 49,900.00 $ 47,120.32 $ 2,779.68 Emergency Repairs and Maintenance 5,400.00 5,400.00 - 5,400.00 IT Direct Capital 200.00 200.00 200.00 - Office Automation 9,700.00 9,700.00 9,700.00 - Other Contractural Services 45,100.00 45,100.00 39,962.88 5,137.12 Telephone 3,600.00 3,600.00 2,621.50 978.50 Postage 2,200.00 2,200.00 1,011.72 1,188.28 Rent Buildings/Equipment/Storage 12,200.00 12,200.00 11,174.99 1,025.01 Insurance-General 500.00 500.00 500.00 - Printing,Binding and Copying 2,600.00 2,600.00 329.30 2,270.70 Clerk's Recording 1,500.00 1,500.00 52.50 1,447.50 Legal Advertising 1,500.00 1,500.00 1,016.52 483.48 Office Supplies General 2,700.00 2,700.00 1,135.07 1,564.93 Training and Education(Tuition Reimb.) 1,500.00 1,500.00 3,368.19 (1,868.19) Total Right of Way Beautification Operating $ 138,600.00 $ 138,600.00 $ 118,192.99 $ 20,407.01 Right of Way Beautification-Field Payroll Expense $ 809,600.00 $ 809,600.00 $ 752,800.82 $ 56,799.18 Emergency Maintenance and Repairs 3,300.00 3,300.00 - 3,300.00 Flood Control(Water Use&Swale/Berm Mntc.) 89,900.00 89,900.00 93,246.08 (3,346.08) Pest Control 10,000.00 10,000.00 - 10,000.00 Landscape Incidentals 2,500.00 2,500.00 2,328.69 171.31 Other Contractural Services 29,500.00 29,500.00 24,700.00 4,800.00 Temporary Labor 201,400.00 201,400.00 232,051.60 (30,651.60) Telephone 3,200.00 3,200.00 3,918.04 (718.04) Electricity 3,400.00 3,400.00 1,836.25 1,563.75 Trash and Garbage 17,000.00 17,000.00 10,725.93 6,274.07 Rent Equipment 2,500.00 2,500.00 5,518.51 (3,018.51) Motor Pool Rental Charge 100.00 100.00 247.50 (147.50) Insurance-General 8,900.00 8,900.00 8,900.00 - Insurance-Auto 10,000.00 10,000.00 10,000.00 - Building Repairs and Maintenance 1,700.00 1,700.00 302.87 1,397.13 Fleet Maintenance and Parts 20,900.00 20,900.00 42,779.73 (21,879.73) Fuel and Lubricants 55,500.00 55,500.00 49,320.62 6,179.38 Licenses,Permits,Training 800.00 800.00 (244.00) 1,044.00 Tree Triming 96,400.00 96,400.00 53,356.00 43,044.00 Clothing and Uniforms 9,400.00 9,400.00 6,806.14 2,593.86 Personal Safety Equipment 3,000.00 3,000.00 3,000.00 - Fertilizer and Herbicides 62,000.00 62,000.00 55,691.04 6,308.96 Landscape Maintenance 46,000.00 46,000.00 46,418.35 (418.35) Mulch/Landscape Materials 52,000.00 52,000.00 56,919.20 (4,919.20) Pathway Repairs 6,000.00 6,000.00 84.05 5,915.95 Sprinkler Maintenance 30,000.00 30,000.00 21,846.04 8,153.96 Painting Supplies 800.00 800.00 115.10 684.90 Traffic Signs 3,000.00 3,000.00 1,557.50 1,442.50 Minor Operating Equipment 3,700.00 3,700.00 3,195.70 504.30 Other Operating Supplies 9,000.00 9,000.00 17,686.05 (8,686.05) Total Right of Way Beautification-Field Operating $ 1,591,500.00 $ 1,591,500.00 $ 1,505,107.81 $ 86,392.19 Total Operating Expenditures $ 2,391,300.00 $ 2,389,800.00 $ 2,244,128.85 $ 145,671.15 Page 2 of 3 Capital Expenditures: Water Management Field Operations Other Machinery and Equipment $ 1,000.00 $ 1,000.00 $ - $ 1,000.00 General 12,940.30 $ 12,940.30 13,174.45 (234.15) Total Water Management Field Operations Capital $ 13,940.30 $ 13,940.30 $ 13,174.45 $ 765.85 Right of Way Beautification-Field Autos and Trucks $ - $ - $ $ Other Machinery and Equipment 2,559.70 2,559.70 695.00 1,864.70 Total Right of Way Beautification-Field Capital $ 2,559.70 $ 2,559.70 $ 695.00 $ 1,864.70 Total Capital Expenditures $ 16,500.00 $ 16,500.00 $ 13,869.45 $ 2,630.55 Total Operating Expenditures $ 2,407,800.00 $ 2,406,300.00 $ 2,257,998.30 $ 148,301.70 Non-Operating Expenditures: Transfer to Fund 322 $ 210,000.00 $ 210,000.00 $ 210,000.00 $ - Tax Collector Fees 82,700.00 82,700.00 51,787.27 30,912.73 Property Appraiser Fees 72,700.00 72,700.00 44,375.47 28,324.53 Reserves(2 1/2 months for Operations) 479,000.00 - - - Reserves for Equipment 132,300.00 - - - Reserved for Attrition (16,700.00) - - - Total Non-Operating'Expenditures $ 960,000.00 $ 365,400.00 $ 306,162.74 $ 59,237.26 Total Expenditures $ 3,367,800.00 $ 2,771,700.00 $ 2,564,161.04 $ 207,538.96 Net Profit/(Loss) $ - $ 729,900.00 $ 830,342.06 $ 100,442.06 Page 3 of 3 -let'J Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-September 30,2014 Street Lighting Fund 778-FY 2014 (Unaudited) Assets Current Assets Cash and Investments $ 821,449.55 Interest Receivable - Improvements,Vehicles&Equipment 39,413.94 Due from Tax Collector - Total Current Assets $ 860,863.49 Total Assets $ 860,863.49 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 24,512.12 Goods Received/Inventory Recv'd - Accrued Wages Payable - Total Liabilities $ 24,512.12 Fund Balance Fund Balance-unreserved 628,597.68 Excess Revenue(Expenditures) 207,753.69 Total Fund Balance 836,351.37 Total Liabilities and Fund Balance $ 860,863.49 -7e, Q0/ Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-September 30,2014 Street Lighting Fund 778-FY 2014 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 605,800.00 $ 605,800.00 $ 605,800.00 $ - Curent Ad Valorem Tax 445,500.00 445,500.00 428,983.06 $ (16,516.94) Transfer from Tax Collector - - - Revenue Reserve (est. 5%) $ (22,700.00) Interest 8,900.00 8,900.00 3,390.35 $ (5,509.65) Total Operating Revenues 1,037,500.00 1,060,200.00 1,038,173.41 (22,026.59) Operating Expenditures: Street Lighting Administration Payroll Expense $ 48,600.00 $ 48,600.00 $ 45,834.72 $ 2,765.28 Indirect Cost Reimbursement 6,400.00 $ 6,400.00 6,400.00 $ - `her Contractural Services 34,700.00 $ 34,700.00 32,563.12 $ 2,136.88 Telephone 3,600.00 $ 3,600.00 2,126.72 $ 1,473.28 Postage and Freight 2,000.00 $ 2,000.00 1,192.01 $ 807.99 Rent Buildings/Equipment/Storage 11,800.00 $ 11,800.00 10,861.48 $ 938.52 Insurance-General 400.00 $ 400.00 400.00 $ - Office Supplies General 800.00 $ 800.00 287.74 $ 512.26 Tuition Reimbursement - $ - 2,542.32 $ (2,542.32) Other Office and Operating Supplies 1,000.00 $ 1,000.00 628.00 $ 372.00 Total Street Lighting Admin Operating 109,300.00 109,300.00 102,836.11 6,463.89 Street Lighting Field Operations Payroll Expense 69,300.00 69,300.00 64,332.38 4,967.62 Emergency Maintenance&Repairs 9,600.00 9,600.00 8,778.05 821.95 Other Contractual Services 800.00 800.00 - 800.00 Telephone 500.00 500.00 288.32 211.68 Electricity 30,700.00 30,700.00 29,255.69 1,444.31 Insurance-General 900.00 900.00 900.00 - Insurance-Auto 1,000.00 1,000.00 1,000.00 - Building Maintenace& Repairs 1,700.00 1,700.00 185.54 1,514.46 Fleet Maintenance and Parts 3,700.00 3,700.00 1,338.14 2,361.86 Fuel and Lubricants 900.00 900.00 771.36 128.64 `her Equipment Repairs/Supplies 200.00 200.00 91.42 108.58 . ersonal Safety Equipment* 7,500.00 7,500.00 2,288.19 5,211.81 Electrical Contractors* 25,300.00 25,300.00 30,154.65 (4,854.65) Page 1 of 2 --7e Light Bulb Ballast 13,100.00 13,100.00 11,528.98 1,571.02 Total Street Lighting Field Operating 165,200.00 165,200.00 150,912.72 14,287.28 Total Street Lighting Expenditures 274,500.00 274,500.00 253,748.83 20,751.17 Capital Expenditures: Street Lighting Field Operations Other Machinery/Equipment 1,000.00 1,000.00 1,000.00 - General Improvements - - - - Total Capital Expenditures 1,000.00 1,000.00 1,000.00 - Total Operating Expenditures 275,500.00 275,500.00 254,748.83 20,751.17 Non-Operating Expenditures: Tax Collector Fees 13,500.00 13,500.00 8,620.58 4,879.42 Property Appraiser Fees 8,900.00 8,900.00 - 8,900.00 Reserve for Future Construction* 650,100.00 - - Reserves (2 1/2 mos.for Operations) 54,500.00 - - - Reserves for Equipment 35,000.00 - - - Total Non-Operating Expenditures 762,000.00 22,400.00 8,620.58 13,779.42 Total Expenditures 1,037,500.00 297,900.00 263,369.41 34,530.59 Net Profit/(Loss) - 762,300.00 774,804.00 12,504.00 *$25,000 transferred from Future Construction Reserves Page 2 of 2 1t•) Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-September 30, 2014 Clam Bay Fund 320-FY 2014 (Unaudited) Assets Current Assets Cash and Investments $ 125,660.62 Interest Receivable - Improvements,Vehicles& Equipment 264,249.39 Due from Tax Collector - Total Current Assets 389,910.01 Total Assets $ 389,910.01 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ - Goods Received/Inventory Recv'd 67,336.27 Accrued Wages Payable - Total Liabilities 67,336.27 Fund Balance Fund Balance- unreserved 119,520.33 Excess Revenues (Expenditures) 203,053.41 Total Fund Balance 322,573.74 Total Liabilities and Fund Balance $ 389,910.01 7C t Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-September 30,2014 Clam Bay Fund 320-FY 2014 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carry Forward $ 106,153.25 $ 106,153.25 $ 106,153.25 $ - Special Assessment 133,200.00 133,200.00 128,284.18 (4,915.82) Transfer from Tax Collector - - - Fund 111 32,300.00 32,300.00 32,300.00 - Revenue Reserve (est. 5%) (6,700.00) - - - Interest 800.00 800.00 821.61 21.61 Total Operating Revenues $ 265,753.25 $ 272,453.25 $ 267,559.04 $ (4,894.21) Operating Expenditures: Clam Bay Restoration Engineering Fees $ 125,245.00 $ 119,500.00 $ 117,851.65 $ 1,648.35 Other Contractural Services 38,758.07 $ 38,758.07 47,145.80 (8,387.73) Clam Bay Field Guides - $ - 11,290.00, (11,290.00) free Trimming 55,560.00 50,900.00 33,696.00 17,204.00 Other Equipment Repairs 1,077.77 - - - Aerial Photography 15,550.20 7,000.00 5,761.60 1,238.40 Minor Operating 4,388.01 - - - Other Operating Supplies 1,500.00 - - - Total Clam Bay Restoration $ 242,079.05 216,158.07 $ 215,745.05 $ 413.02 Clam Bay Ecosystem Engineering Fees $ - - $ - $ - Licenses and Permits - - - - Other Contractual Services 2,074.20 2,074.20 2,074.20 - Total Clam Bay Ecosystem $ 2,074.20 $ 2,074.20 $ 2,074.20 $ - Capital Expenditures: Clam Bay Restoration Other Machinery and Equipment $ 11,000.00 $ - $ - $ - Total Capital Expenditures $ 11,000.00 $ - $ - $ - Total Clam Bay Operating Expenditures $ 255,153.25 $ 218,232.27 $ 217,819.25 $ 413.02 Page 1 of 2 leQ_O Non-Operating Expenditures: Tax Collector Fees $ 4,100.00 $ 4,100.00 $ 2,565.30 $ 1,534.70 Property Appraiser Fees 2,700.00 2,700.00 1,996.70 703.30 Reserves for Operations 3,800.00 - - - Total Non-Operating Expenditures $ 10,600.00 $ 6,800.00 $ 4,562.00 $ 2,238.00 Total Expenditures $ 265,753.25 $ 225,032.27 $ 222,381.25 $ 2,651.02 Net Profit/(Loss) $ - $ 47,420.98 $ 45,177.79 $ (2,243.19) Page 2 of 2 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-September 30,2014 Capital Projects Fund 322-FY 2014 (Unaudited) Assets Current Assets Cash and Investments $ 2,027,612.04 Interest Receivable - Improvements,Vehicles 8 Equipment 1,481,701.64 Due from Tax Collector - Total Current Assets 3,509,313.68 Total Assets $ 3,509,313.68 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 78.41 Goods Received Inv. Received 255,575.62 Total Liabilities 255,654.03 Fund Balance Fund Balance- unreserved 2,710,861.45 Excess Revenues (Expenditures) 542,798.20 Total Fund Balance 3,253,659.65 Total Liabilities and Fund Balance $ 3,509,313.68 le Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-September 30, 2014 Capital Projects Fund 322- FY 2014 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carry Forward $ 2,696,954.86 $ 2,696,954.86 $ 2,696,954.86 $ - Transfer from Fund 109 General 210,000.00 210,000.00 210,000.00 - Miscellaneous - - - - Special Assessment 209,100.00 209,100.00 203,658.54 (5,441.46) Transfer from Tax Collector - - - - Interest 25,800.00 25,800.00 11,367.06 (14,432.94) Total Operating Revenues $ 3,141,854.86 $ 3,141,854.86 $3,121,980.46 $ (19,874.40) Operating Expenditures: Irrigation & Landscaping Hardscape Project(50066) Tgineering Fees $ 87,715.82 $ 17,543.16 $ 15,085.00 $ 2,458.16 Lher Contractural Services 1,887,308.54 * 1,038,019.70 867,327.26 170,692.44 Rent Equipment - - 364.50 Sprinkler System Repairs - - 10,667.49 (10,667.49) Landscape Materials - - 117,405.00 (117,405.00) Permits - - - - Signs& Posts (Share the Road) - - 7,446.00 (7,446.00) Electrical - - 313.65 (313.65) Other Operating Supplies (Pavers) 13,340.50 13,340.50 13,586.25 (245.75) Traffic Sign Restoration Project(50103) Traffic Signs 63,590.00 6,359.00 5,330.00 1,029.00 Lake Aeration (50108) Improvements 128,500.00 64,250.00 48,924.23 15,325.77 North Berm Restoration(50107) Other Contractural Services 828,900.00 * 290,115.00 263,049.09 27,065.91 Lake Bank Project(51026) Swale &Slope Maintenance 69,177.01 691.77 128.77 563.00 Engineering Fees 500.00 - - - Landscape Materials 3,308.20 3,308.20 4,330.00 (1,021.80) Other Contractural Services 37,014.79 - - - Total Irrigation&Landscaping Expenditures $ 3,119,354.86 $ 1,433,627.33 $ 1,353,957.24 $ 80,034.59 p500,000 transferred to N Berm Project Page 1of2 - 7 ) Non-Operating Expenditures: Tax Collector Fees $ 6,500.00 $ 5,525.00 $ 4,072.57 $ 1,452.43 Property Appraiser Fees 4,300.00 3,655.00 3,138.33 516.67 Reserve for Contingencies - - - - Revenue Reserve 11,700.00 - - - Total Non-Operating Expenditures: $ 22,500.00 $ 9,180.00 $ 7,210.90 $ 1,969.10 Total Expenditures $ 3,141,854.86 $ 1,442,807.33 $1,361,168.14 $ 82,003.69 Net Profit/(Loss) $ - $ 1,699,047.53 $1,760,812.32 $ 62,129.29 Page 2 of 2 Submitted by Tim Hall, 10/1/14 p. 1 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 testingilas beenperformed at several sample points within Pelican Bay and Clam --- Bay. The historical sample point locations are shown on the Figure 17 on page 31. Jhe sampling locations included 5 locations within the open waters of the system and 4 locations along the stormwater management berm. 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. Submitted by Tim Hall, 10/1/14 p.2 . , •� , + yrf. =.- . ry .4 ?f ' x ,M t k }4 Y,its IL t..,-./ Y .. ^ ;,a. ihb, ej ` , l � t,-,,,/,_', K - ,.'41',. +''t 4,1,':‘,:,,IW.,„ yg- } . t rs \ii, t. i /S.-1,t -'.. a',t',,"'.1•7-tili,?,'„1-• -"44-0,47,'• qi mss{; ; a \‘ittx - 4 r x w a st , ``, _;;J.I t 4- 1.4'• Of..': 1 ,-..,'4'14-6 v 4 4-%,-....?;,,i......1-..-- ,., .,if,t, + _' . ^' �+{. �' 4.it +yea_ •11 zi ''.',:4:47tN",.!...&47,.:',;:::01..f. -V; ..f.-,-1...:,, ., ,.3.... ...., ' +f,ur-i. ` gb r _ w ;f' C"t.st a. ' fir` r4,'s;'My...;,-.Ts-.,: 1+, h igure 17:Water Quality monitoring locations within the NRPA Boundary Submitted by Tim Hall, 10/1/14 P. 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 thatpelican Bay's -_111111 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 I FDEP,,Collier County,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. During this same time period,site specific numerical nutrient criteria(NNC)were developed for total nitrogen(TN)and total phosphorus(TP). These site specific criteria are now included in the State's adopted water quality standards in the Florida Administrative Code Chapter 62- 302.532. The determination of whether or not the sites'nutrient levels meet the adopted criteria is based on an analysis of the relationship between TN and conductivity and/or TP and conductivity. The State agreed to the establishment of these site specific criteria upon review of several studies related to sediments(PBS&J,2010),fecal coliforms(Tomasko,D.A.,2012), and dissolved oxygen(Hammond,D.et al.2012).which all indicated that the Clam Bay NRPA exhibited healthy conditions for a natural,semi-enclosed,mangrove system. ,FDEP did determine that the Clam Bay System was impaired for copper andplaced the Clam ; Submitted by Tim Hall, 10/1/14 p.4 Bay system on the Everglades West Coast verified list for copper with medium TMDL priority (5 to 10 years for TMDL development). 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. Subsequent copper testing undertaken by PBSD has also shown periodic elevated levels of copper within the Clam Bay Class II waters. Future water quality sampling efforts within the Clam Bay NRPA system will be undertaken in accordance with the sampling program that was used to establish the NNC. Sampling locations within the open waters of the NRPA will be increased and relocated from the 5 historical locations to the 9 locations subsequently established. These nine locations are shown on Figure 18. One or two additional locations may also be added along the stormwater management berm to increase data collection of water entering the natural system from the Pelican Bay development. Sampling will continue to be collected on a monthly basis.The suite of parameters collected and analyzed from the water samples will also be amended to as outlined below in order to provide the information necessary to more easily interpret the compliance with the newly established NNC. • Field pH • Field Temperature • Field Salinity • Field Specific Conductance • Field Dissolved Oxygen(mg/I) • Field Dissolved Oxygen(%Saturation) • Ammonia • Chlorophyll a • Copper • Nitrate-Nitrite(NO3-NO2) • Nitrite(NO2) • Total Nitrogen • Orthophosphate(OPO4) • Pheophytin • Total Phosphorus The PBSD is developing an upland stormwater and nutrient management program that building upon the Nutrient Management Plan previously completed by the Pelican Bay Foundation. The Foundation Plan and ongoing nutrient management program in process by the PBSD are,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 resultant reductions of copper resulting from the implementation of theprogranni, the --11 Clam Bay NRPA system could be removed from the impaired list. While the upland nutrient management program is notpart of this Clam Bay NRPA Management Plan, the information garnered from that program will be important in future decision making associated with water quality concerns in the Clam Aby NRPA. psD will work closely with the Pelican Bay Foundation on nutrient management issues to coordinate and share information 4hat may be integrated into the management decisions and activities,undertaken - MIE through this Management Plan, rT yah 40' , �.�,t,-. �� C CLAM `r. ,,, .•K{ fa ��.� ' '• -.a � r- �'• ,,y r. 4,. BAY 9 J • e4 ,_ `1 • ,-,,,"7-e-...,--„, a. 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' , . - 8 a ..y ':17• - i- !?t rAri - '- g s. esn a �� }' �'� :t 26.2161225 ' ' , i J ,; Submitted by Tim Hall, 10/1/14 p.6 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 motor boat utilization by the Seagate community while also stressing that access and use of Clam Bay was limited due to the shallow nature of the bay and ephemeral conditions of the Pass. Vessels utilizing the 4111111111161 Submitted by Tim Hall, 10/1/14 p.7 Clam Bay NRPA waters are generally shallow drafted, and their access is limited by the day- to-day conditions of the Pass and connecting waterway. Submitted by Tim Hall, 10/1/14 P. 8 Recreational Use The Clam Bay NRPA provides a variety of opportunities for recreations The main creek - system between the Pass and Bays is a multi-use waterway which at times sees swimmers, waders,fishermen,boaters,canoers,kayakers,and paddleboarders all sharing the waterways and the Pass. A canoe/kayak trail has been permitted and markers installed throughout the system..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. Shell hunters, joggers and sunbathers are also familiar sights along the shoreline. 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 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. Occasionall ne.ative interactions between swimmers and boaters have been observed. Ongoing education will continue to indicate the mixed use aspects of the waterway. If necessary,County Ordinances or other management measures will be sought to promote safe and environmentally sustainable utilization by all residents and visitors. 11111111111111111111111 33 4,1 Submitted by Tim Hall, 10/1/14 p. 9 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 main creek system between the Pass and Bays is a multi-use waterway which at times sees swimmers.fishermen,boaters, canoeists,kayakers,and paddleboarders all sharing the open waters of the waterways and the Pass. A canoe/kayak trail has also been permitted and markers installed throughout the system. 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 - 5 Submitted by Tim Hall, 10/1/14 p.10 Pass and in the long meandering tidal creeks surrounded by mangrove forests. ,111111111111 5 Submitted by Dave Trecker, 10/1/14 Proposed revisions (in italics) to Section 4.0, Objective 3A A. Develop a long-range water quality program that endures a sustainable healthy environment for all users. • Follow a program of water-quality data collection, addressing the site specific criteria approved by the FDEP. • Sample monthly from sites used to establish FDEP nutrient criteria. • Ensure sampling and testing protocols comply with FDEP guidelines and standards. • Develop intervention strategies when standards are not met. • Enter data into STORET annually, utilizing methodologies used to establish FDEP standards. • Develop a plan to address copper impairment in Clam Bay. comments submitted by D.Trecker,10/1/14 8. Submitted by Susan O'Brien, 10/2/14 Page 1 of 5 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-has been performed at several sample points within Pelican Bay and Clam Bay. The historical sample point locations are shown on the Figure 17 on page 31. There are currently nine sampling locations within Pelican Bay and Clam BayThe sampling locations included 5 locations within the open waters of the system and 4 locations along the stormwater management berm. 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. 8. Submitted by Susan O'Brien, 10/2/14 Page2of5 .q y M' rc a id. i 4 A 4 11 `.,, f e! p A. tFr 1 4t y. i „40..;...., ,, „,,,,,,k--i .i.o. ,-,. ''''''4' k ' 4, i J �.� :' .4 i , �. 13 4 � _w ! l`,r./' r`i„`. �'1"):ii ` .ate.:':1 r 'F a+rf�'r a� s1 ;.. '' ,: \l''''',:ltti. •I''''f-j,=`.'a'' T.i,. .., ,-,-....,,„.,.,,,,.....: , - , . ,,,„,„,,,.., , • � �r,. . "' ��wwS1y.� . Kip "r, eve '4. :„ , ra � ,..„..„,..„,,,,,,..,,,..,„7,,,,..,„ ' !g , , . .,........„ ,,„,,: .,,_„,.. ..., ,,. ,...„.,...„,. .„ ,.... ,, , „..,,,,„„ ,,. r7'•.' . "ArN. ,.' 1 In �:' Mfr'r. ¢} ' •'. • ,,,..:‘. . „. . .,,,„...._ ... „...3,4 ... .,, ,, ... .., 1 „, ,,, .. .. .,..„.., ..... ..,,,,,, ,„Not ÷- . ,.t. :::: , �y�� i -xl-w-s.,. . _•. „ .t.. .4 .1...„, ,v. , 4 t1 ...,-,, . ..-1- 34.4 --, -, .K tt t e .. t2,t X15. Figure 17: Hater Quality monitoring locations within the NRPA Boundary 1980's to 2014 8. Submitted by Susan O'Brien, 10/2/14 Page 3 of 5 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 devclopmentPelican Bay's 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, PBSDCollier County,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. During the last several years Collier County and Pelican Bay Foundation consultants worked with FDEP to develo eried,-site specific numerical nutrient criteria(NNC) were developed for total nitrogen (TN) and total phosphorus(TP). These site specific criteria are now included in the State's adopted water quality standards in the Florida Administrative Code Chapter 62-302.532. The determination of whether or not the sites' nutrient levels meet the adopted criteria is based on an analysis of the relationship between TN and conductivity and/or TP and conductivity. The State agreed to the establishment of these site specific criteria upon review of several studies related to sediments(PBS&J, 2010), fecal coliforms (Tomasko,D.A.1 2012), and dissolved oxygen (Hammond,D. et al, 2012), which all indicated that the Clam Bay NRPA exhibited healthy conditions for a natural, semi-enclosed,mangrove system. 8. Submitted by Susan O'Brien, 10/2/14 Page 4 of 5 TMDL(Total Maximum Daily Load) is defined by the FDEP as the maximum amount of a - - . .__ _. .: . . . .. • .. . . 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). 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. Subsequent copper testing undertaken by PBSD has also shown periodic elevated levels of copper within the Clam Bay Class II waters. Beginning in 2015 PBSD's Future water quality monitoring program insampling effrts within the Clam Bay NRPA system will employ : . - . - - - • --: : • - • - the sampling program that-was-used to establish the NNC. Sampling locations within the open waters of the NRPA will be increased and relocated from the 5 historical locations to the 9 locations subsequently established. These nine locations are shown on Figure 18. Oho .. . . . - - - - - I - •_. . . - . . - - Sampling will continue to be collected on a monthly basis. The suite of parameters collected and analyzed from the water samples will also be amended4e as outlined below in order to provide the information necessary to more easily interpret the compliance with the newly established NNC. • Field pH • Field Temperature • Field Salinity • Field Specific Conductance • Field Dissolved Oxygen (mg/1) • Field Dissolved Oxygen (% Saturation) • Ammonia • Chlorophyll a • Copper • Nitrate-Nitrite (NO3-NO2) • Nitrite (NO2) • Total Nitrogen • Orthophosphate (0PO4) • Pheophytin • Total Phosphorus The PBSD is developing an upland stormwater and nutrient management program that buildsi-ng -upon the Nutrient Management Plan previously completed by the Pelican Bay Foundation. The Foundation Plan and ongoing nutrient management-program in process by the PBSD are-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 anticipatedresultant reductions of copper resulting from the implementation of the programlan, the Clam Bay NRPA system could be removed from the impaired list. While 8. Submitted by Susan O'Brien, 10/2/14 Page 5 of 5 the upland nutrient management plan program is not part of this Clam Bay NRPA Management Plan, the information garnered from that program will be important in future decision making associated with water quality concerns in the Clam BayAby NRPA. -PBSD will work closely with the Pelican Bay Foundation on nutrient management issues to coordinate and share information and to intcgratcthat may be integrated into the management decisions and activities into undertaken through this Management Plan where appropriate. 8. Submitted by Susan O'Brien, 10/2/14 Page 1 of 1 Recreational Use The Clam Bay NRPA provides a variety of opportunities for recreation„such as walking, .: .:. . ---- :, . _ : -b. The main creek system between the Pass and Bays is a multi-use waterway which at times sees swimmers. waders.fishermen.boaters.canoers.kavakers.and paddleboarders all sharing the waterways - cystem..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.Shell 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. Shell hunters. joggers and sunbathers are also familiar sights along the shoreline. 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 Pelican Bay residents on the northern boardwalk.The canoe/kayak trail I has been permitted and is clearly designated by canoe trail markers from Outer Clam Bay to Upper Clam Bay. Appropriate County Ordinances re arding vessel operation may be sought in the future to ensure that Clam Bay remains a safe environment for all recreational useralnstances of verbal disagreements.Occasionally negative interactions between swimmers and boaters and kavakers hugging the shoreline to protect themselves from motorized boats have been occasionally observed.Ongoing education will continue to indicate the mixed use aspects of the waterway. If necessary.County Ordinances or other management measures will be soueht to promote safe and environmentally sustainable utilization by all residents and visitors. Formatted:Centered 33 9 Advisory Board Application Form Collier County Government 3299 Tamiami Trail East, Suite 303 Naples,FL 34112 (239)252-8603 Application was received on: 9/15/2014 10:31:18 AM. Name: David Mangan Home Phone: 239-596-9176 Home Address: 15961 Paseo Lane City: Naples Zip Code: 34110 Phone Numbers Business: 239-597-1959 e-Mail Address: david mangan@theclubpelicanbay.coml Board / Committee Applied for: Pelican Bay MSTBU Advisory Committee Category: Not indicated Work Place: The Club Pelican Bay 'How long have you lived in Collier County: 5-10 How many months out of the year do you reside in Collier County: I am a year-round resident 'Have you ever been convicted of any offense against the law?No Not Indicated Do you or your employer do business with the County?No Not Indicated NOTE: All advisory board members must update their profile and notify the Board of County Commissioners in the event that their relationship changes relating to memberships of organizations that may benefit them in the outcome of advisory board recommendations or they enter into contracts with the County. Would you and/or any organizations with which you are affiliated benefit from decisions or t. recommendations made by this advisory board? No !Not Indicated Are you a registered voter in Collier County? Yes Do you currently hold an elected office? No Do you currently or ever served on a Collier County Board or Committee? No Not Indicated Please list your community activities: Pelican Bay Rotary- Past Board Member Education: Graduated fro Saint Anselm College in Manchester New Hampshire. BAI Experience: Have been in the Private Country Club business since 1991. Served as a General Manager since 2002. General Manager at The Club Pelican Bay since 2006. Community Educational Outreach Effort: Bicycle, Pedestrian, Motor Vehicle Safety On our Roads and Pathways 1 . Written Hand outs on the laws and rules of bicycling on our pathways and roads and sharing our roads with bicyclists (simple, clear, bulleted rules, with graphics that are attention getting). Given to guests, tenants, and residents when they pick up their cards at the Commons. 2. PB Post articles and placements: an initial general article followed by smaller placements in each issue that highlights two or three items in order to achieve repetitive exposure on the issues and laws. 3. A section in the "Today In the Bay" e-newsletter highlighting several rules of behavior and laws every week or so. 4. Placements in the digital bulletin boards of the hand outs highlighting the rules and laws governing cycling and driving. 5. A section in the member info booklet . 6. Inclusion as a section in the MP&R book. 7. A Community Forum on the laws and rules of behavior that govern bicycling, pedestrians, and cars (participants to include: the Sheriff's Office and the Naples Pathways Coalition) A . G • .. . •0 � • � S ' ADS .****/*.A.144 Expect bicycles on I ANE MARKINGS O% SHARE THE ROAD Aiii y Stayaft. AWAY � •. 3P7. Away �� � from bicycles iiib iiiii Use INSIDE LANE when PASSING IT' S FLORIDA LAW . 1743 PWl[ii-k11?A?A\I • • Walkers ALWAYS have t t the Right of Way PASS on LEh When passing, always give AUDIBLI signal. VOICE, BELL 41" or Rn ; ' . • tA\ YIELF to pedestrians 0 �' �EEarphones are ILLEGAL allilohN IT'S FLORIDA LAW . 4 kt BIK1G 743 A Ride on the RIGHT over LANE MARKINGS CRD • • 9 " Pedestrians ALWAYS have the Right of Way OBEY all TRAFFIC SIGNS and STOP a LANE MARKINGS on road 4> Always YIELD to pedestrians Ott\i.PiHeadsets and earphones (100C„/'' are ILLEGA TO BE SAFE, RIDE SINGLE FILE when cars are trying to pass IT'S FLORIDA LAW 0 . II . a. 114 Vegetation Needing to be Trimmed Back Along Pelican Bay Blvd. (7/21/14) LOCATION PLANTS 1 . The Crescent - towards Jamestown & Wort Ferns across from the Pointe 2. Jamestown - Cut down tree leaning into path 3. Coco Bay - Low hanging trees 4. Pebble Creek - across fr. Marbella Mex. Petunias 5. The Club/Golf - across fr. Cove Wort Ferns 6. PB Blvd. So. Path - across fr. WellsFargo Both sides of path 7. at Ridgewood Palm 8. at Myra Janco Daniels 9. Tierra Mar - whole length Plumbago &Arbicola 10. Crayton Rd. at intersection (corner) 11 . Sandpiper Pkg. Lot 12. Cap Antibes Trees 13. PB Blvd. No. Entrance Both sides of path 14. Hammock Oak - near PB Blvd. Path is crumbling 15. Fire Station Wort Ferns . •i II.4 . I • 16. Avalon - Hammock Oak Wort Ferns 17. No. Pointe Dr. Both Sides Wort Ferns 18. Crayton Both Sides 19. Southside Gulfpark Oaklake Sanctuary Lake Golf Course Overpass HydePark Plumbago 20. Northside Gulfpark Golf Course Overpass Lake between St.Andrews and SandPointe Tree and Arbicola 21. GreenTree SandPointe Palmetto ** Corner of Oakmont & Greentree Line of Sight Problem Wort Ferns need to be removed { F ter M# , '`,...41....:. • 1t ., e AY r . ' ,. ,. . t iitioi n' 4 ^' s i r' f • �-1.,a t• i � 'K� r % - L{g ,•ii:.. - ', tip • .t4 rt "�6)' -t• �_^ ••- • Prfi § 1kf,i,%,'Z' . x, a Pelican Bay Blvd. (southbound) adjacent to L'Ambiance ' y, • .;/.. f;•`4t6Colr. 1 ►,� ro Gulf Park Dr. (eastbound) if CL6_ t r.ii'' • , , � . � � `dry. ; ,r f ' ri 'r .5i53.. . yae l' ..Yt'' i i' kip ` yrs. g}, gr h rx*C g t}l �P rt . g- •:: ..... .........+.aY1 • Hammock Oak Dr. adjacent to L'Ambiance if a r • air � } ash � r s— Hammock Oak Dr. (northbound) (15 �. :.°q ....1',' y ..Y'irV.. . i�1.w+S.:' -.,•_.:'....".';.r ';.7,': 4�:�.� £��' .z .d i a �, ,J:. 'n..,-1'02. n �f '1.•,,,j',..12 �.#.E`! Clam BayWater Quality - .X ., r Sampling Locations -? • ,"' 5 Clam Bay 1 • Legend 'Z k' Clam Bay Water Quality Stations � '' I FErilltA, . : '''''' - ,'''.:,:,,,"- - --'4,.i.,,i'',,-.`_• ' , -;•.' ''4 ....,Apni,,--- -41174,7?rr 1 -.• -- tiiT'':•Prtse, _1 :'. -„,,,,,,, 1 . „?.,,,,,•pti,..1 �w -- t' ��I,.. .1Xteg V� .:%;.,..:.7.?.,: rlas . "1.! ...1 r .e {,; S� „ e �. � �t V ' ! a of 2 .: 1 °7 , = j� Clam Bay a tl, � ; i" ,IVfi • 4 , . ...,...„....7,,,, ..., 14,:.: .,‘,„4 ..ift..?, ' ata ' • ' ,,' • t ttA � r i,!• i" 4 , j ; :' . 'i 'fit:ri;� 1m )Ift .- Clam Bay 3 `T � .� : e' ,�g� 1 ` .... r. 31 , f.r `,n "' . t E r"lr 4 t. ,f ��k `i' 1_i .1 1 i • '�{',`,�.,+. ''� ♦,f.. 1 I n ti ,r } t a v 1 ... ClamBav4 From: Neil Dorrill[Neil@dmgfl.com] Sent: Wednesday,September 24,2014 4:55 PM To: ResnickLisa Subject: FW:Pelican Bay algae results 4ttachments: B4 Lake 3 SeSCRIPT Algae Report.pdf;B5 Lake 2 SeSCRIPT Algae Report.pdf PIs include this as backup to the Aquagenix item on the Oct agenda. Tx Neil From: Bryan Hale[mailto:Brvan.Hale@dbiservices.coml Sent:Wednesday,September 24,2014 12:00 PM To:ResnickLisa;MarionBolick•;alcolliergov.net Cc:Kevin Carter;Neil Dorrill;George Bowling Subject:Pelican Bay algae results Lisa and Marion, Here are the results of the algae samples we had taken from Pelican Bay.Also is the emailed information about the recommended type of control for this algae.Again this includes a type of copper,a liquid copper.After speaking with the SePro Rep.about this directly he has stated that the Hydrothol 191 has more adverse effects on water quality downstream,ie:Clam Pass,than a chelated copper like the mentioned Captain XTR is. I am awaiting phosphorus results as well,this will tell us how much phosphorus"food for the algae"is residing in the water column. I hope this information is helpful if you need anything else please let me know. Quoted from SePrc{ eSeSCRIPTreports for the Pelican Bay samples.The algae identified is unfortunately extremely tough to control.W el have battled this species in numerous other sites this year,most in Florida Ffhe approach that we would recommend starting with here is a Pak 27 application at around 50-75 pounds per acre This is primarily for its physical action of cleaning off/loosening mats and may float some as well.Then come bacl --_ ound 4 hours later and hit with a Captain XTR diquat(-2.5:1 ratio)at a high concentration and intensity application td }the algae(surface and or bottom)I anki West Bishop)Arae Scientist rind Water Quality Research Manuiet -- 15ePRO Research and Technology Campu BRYAN HALE. FORT MYERS BRANCH MANAGER 14250 Jetport Loop West ( Fort Myers FL 33913 Office 239.561.1420 I Mobile 239.633.3172 I Fax 239.561.2883 bryan.hale@dbiservices.com j www.aauagenixaguatics.com A DIVISION OF DBI SERVICES Managing your Environmental Needs From: Bishop,West[mailto:westbAseoro.coml Sent:Wednesday,September 24,2014 9:48 AM To:Bryan Hale Cc:Shaner,Michael;SRTC Lab Subject:Pelican Bay algae results 18013 Watson Seed Farm Rd.Whitalters,NC 27891 ..437.3282 ext.8218 Office -.,2.801.1623 Mobile CONF,DENn74UTY NOTICE:This electronic transmission(including any files attached hereto)may contain information that Is privileged,confidential and protected from disclosure.The information is intended only for the use of the individual or entity named above and is subject to any confidentiality agreements with such party. If the reader of this message Is not the Intended recipient or any employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any disclosure,dissemination,copying,distribution,or the taking of ony action in reliance on the contents of this confidential Information is strictly prohibited.If you have received thiscommunication in error,please destroy it immediately and notify the sender by telephone.Thank you. SePRO Research ;QC SRTC &Technology Campus SeSCRIPT Analysis Report: Pelican Bay B4 L1,k3 Company:Acivagenix Project Name: Pelican Bay B4 Llc3 Address:14250 Jetport Loop, Ft Myers, 33913,FL Surface Area: 6 acres Contact Person:Bryan Hale Average depth: 6 feet Phone:239-561-1420 Date Sample Received: 9/22/14 Email:bryan.hale@dbiservices.com SeSCRIPT Analysis Performed: Algae Identification Algae ID Results PeR'car Bey B4 Lk3 Identification Classification Description Density/Biomass Filamentous,mat- 0.6 g ww/cm3 Nodularia sp. Cyanophyta- former,potential toxin * *,*, (co-dominant) Blue-green algae producer Filamentous, mat- Oscillatoria sp. Cyanophyta- former,potential toxin 0.4 g ww/cm3 (co-dominant) Blue-green algae producer Other algae in the sample,at densities below 1,000 cells/mL, include: Gomphonema (Bacillariophyta); Oedogonium,Scenedesmus(Chlorophyta);Aphanocapsa(Cyanophyta) SeSCRIPT* ALERT INDEX EXPOSURE RISK CYANOBACTERIA LEVELS(cells/mL) * Low <20,000 ** Moderate 20,000 to 100,000 *** High >100,000 **** Extreme >100,000 with scums/mats See the following Cyanobacteria Alert Guide for additional information Page 1 of 2 SePRO Research S RTC Campus , Algae Pictures • l 1' 1 iii\ •-..: -k I r \it j .... -}10'illi %'4 \*,,. , \,,r,0,' �. i� ♦ J - x •.- .j "r - -,..2:"N.. �► . y 3sa { 1 4 1 , R Y lyt } a j'j ,`fes ft• 4 � � Michael Shanerr, SePRO Aquatic Specialist, Florida Phone: 813-267-5650 Email: Mshaner@sepro.com Page 2 of Z SePRO Research C., Q SRTC &Technology Campus SeSCRIPT Analysis Report: Pelican Bay B4 Lk3 Company:Acuagenix Project Name: Pelican Bay B4 Lk3 Address: 14250 Jetport Loop,Ft Myers,33913, FL Surface Area:6 acres Contact Person:Bryan Hale Average depth:6 feet Phone:239-5614420 Date Sample Received: 9/22/14 Email:bryan.hale@dbiservices.com SeSCRIPT Analysis Performed: Algae Identification Algae ID Results Pdican May 14 RAS Identification Classification Description Density/Biomass Filamentous, mat- 0.6 g ww/cln3 Nodularia sp. Cyanophyta- former,potential toxin , (co-dominant) Blue-green algae producer Filamentous, mat- Oscillatoria sp. Cyanophyta- former,potential toxin 0.4 g ww/cm3 (co-dominant) Blue-green algae producer Other algae in the sample,at densities below 1,000 cells/mL, include: Gomphonema (Bacillariophyta); Oedogonium,Scenedesmus(Chlorophyta);Aphanocapsa(Cyanophyta) SeSCRIPT* ALERT INDEX EXPOSURE RISK CYANOBACTERIA LEVELS(cells/mL) Low <20,000 ** Moderate 20,000 to 100,000 *** High >100,000 **** Extreme >100,000 with scums/mats See the following Cyanobacteria Alert Guide for additional information Page 1 of 2 SePRO Research SRTC &Technology Campus _ Algae Pictures i is i i 111P s. s ! i. • ,, , - ' �' it A. ` { a'x i.5 i1 a. 7 Fv444 ' ,. ¢te •' • -- v Michael Shaner, SePRO Aquatic Specialist, Florida Phone: 813-267-5650 Email: Mshaner@sepro.com Page 2 of 2 Aquagenix A D B i SERVICES COMPANY MANAGING YOUR ENVIRONMENTAL NEEDS Special Service Agreement Collier County Pelican Bay Services Division -Lake Maintenance CIO Collier County Board of County Commissioners 3299 Tarniami Trail East, Suite 700 Naples, FL 34112 Contact: Marion Bolick Phone: (239)450-4920 Proposal ID Date Terms 78016 9/2512014 Balance Due 30 Days After Completion Of Work Quantity Description Taxable Unit Price Extended Price 1 Revenue needed for exotic and nuisance vegetation control in lakes No $11,400.00 $11,400.00 in October 2014. Includes licensed technician,truck,spray equipment plus all algaecides and herbicides-$950.00 per technician per day x 12 days= No copper based products will be used on the premises. No Total $11,400.00 This offer is good for twenty one(21)days from date of quote. Sales Tax Not Included. DO NOT PAY FROM THIS AGREEMENT-INVOICE TO FOLLOW AQUAGENIX CUSTOMER PRINT NAME PRINT NAME DATE DATE BRANCH OFFICE 14250 Jetport Loop West.Fort Myers FL 33913-7712 USA I T+1 239 561 1420 I F+1 239 561 2883 www.aquagenixaquci#ics.com • aagenix A D B i SERVICES COMPANY MANAGING YOUR ENVIRONMENTAL NEEDS August 5,2014 Pelican Bay Services Division C/O Collier County Board of County Commissioners 3299 Tarniami Trail East,Suite 700 Naples, Florida 34112 Attn: Lisa Resnik and Marion Bolick Lisa and Marion, Following is the annual lake management proposal that you requested last week. I have estimated our costs over a year period which gives you a discount compared to month to month pricing as we are providing for you at this time.This annual lake management agreement is for 138 visits which is 12 visits per month for nine months and 10 visits per month for January, February and March which are typically the colder months of the year.The cost of the annual lake management proposal compared with the cost of the month to month management contracts will save you$13,300.00 for your fiscal year from 10/01/2014 through 09/30/2015.We feel that this is an excellent lake management program for Pelican Bay Services Division's lake system and will keep this property in excellent condition throughout the year. Please let me know if you have any questions. Regards, George Bowling BRANCH OFFICE 14250 Jetport Loop West.Fort Myers FL 33913-7712 USA I T+123956114201 F+12395612883 WWW.OgUUgie111XagUtltiCS.C4m Aquagenix410111."- -114 A D B i SERVICES COMPANY MANAGING YOUR ENVIRONMENTAL NEEDS AQUATIC MANAGEMENT AGREEMENT This agreement, proposal#75910 dated 814/2014, is made between AQUAGENIX and CUSTOMER: Pelican Bay Services Division C/O Collier County Board of County Commissioners 3299 Tamiami Trail East, Suite 700 Naples, FL 34112 (239)450-4920 Both CUSTOMER and AQUAGENIX agree to the following terms and conditions: 1. General Conditions: AQUAGENIX will provide aquatic management services on behalf of the CUSTOMER in accordance with the terms and conditions of this Agreement at the following aquatic site(s): 26 Lakes located in Naples, FL. 2. Contract Term: The term of this Agreement shall be 12 Month(s) or as otherwise provided by Contract Addendum. 3. Contract Services: CUSTOMER agrees to pay Aquagenix the following amounts during the term of this Agreement for these specific water management services. Border Grass and Brush Control to Water's Edge Included Water Testing (see addendum 13a) Included Bacteria Testing Included Aquatics Consulting Included Fish Stocking (Bass and Bream) Optional Management Reporting Included Biological Control Agent Permit Applications(Triploid Grass Carp, Mosquito Fish) Included Aquatic Plant Control Included Algae Control With No Copper Based Products Included Total Annual Program Investment Annual: $124,200.00 Monthly: $10,350.00 138 inspections per Year with treatment as necessary **i riploid Grass Carp stocking subject to required approval of Fish Wildlife Conservation Commission Created For Pelican Bay Services Division BRANCH OFFICE 14250 Jetport Loop West.Fort Myers FL 33913-7712 USA I T+1 239 561 1420 I F+1 239 561 2883 www.aquagenixaquatics.COm Scheduled Visits January 10 February 10 March 10 April 12 May 12 June 12 July 12 August 12 September 12 October 12 November 12 December 12 4. Starting Date: The starting day of this Agreement is the first day of the month in which services are first provided without regard to the actual days unless otherwise agreed to in writing, by both parties. Services shall be continuous without interruption. 5. Schedule of Payment: $10,350.00 shall be due and payable upon execution of this Agreement;the balance shall be payable in advance as outlined in Paragraph 3 above. CUSTOMER agrees to pay Aquagenix within thirty (30) days after date of invoice at Aquagenix's home office in Hazleton, PA. Failure to pay any amount when due shall constitute a default under this Agreement. 6. Limited Offer: The offer contained in this Agreement is valid for thirty (30) days only and must be returned to our office for acceptance within that period. If not accepted within that time, the offer shall be void. 7. Safety: Aquagenix agrees to use specialized equipment and products, which in its sole discretion, will provide safe and effective results for the specific site(s). 8. Address Change: In the event that AQUAGENIX or CUSTOMER undergoes a change in address, notification to the other party shall be made by first class mail. Written instructions including the new address and telephone number will be enclosed in the notification. 9. Termination Procedure: This Agreement may be terminated by either party with sixty (60) days written notice. Notification must be sent by certified mail, return receipt requested, to Aquagenix, 100 N Conahan Dr, Hazleton, PA 18201. Aquagenix reserves the right, under special circumstances, to initiate surcharges relating to extraordinary price increases of water treatment products. a. "Date of Termination"will be defined as: two (2) months after the last day of the month in which "Notice of Cancellation"was received by Aquagenix in accordance with Paragraphs 9b and 9c. b. In the event that your account is not settled in full at the same time as your cancellation letter is received, Aquagenix will continue to bill you until the contract expires. Settlement in full includes payment for one months service after the end of the month in which the cancellation letter is received by Aquagenix. c. Payment in full shall be defined as payment to Aquagenix through the effective "Date of Termination" as determined by the procedure outlined above in Paragraphs 9a and 9b. Created For Pelican Bay Services Division 10. Insurance: Aquagenix agrees to maintain, at its sole expense, the following insurance coverage: Worker's Compensation, General Liability, Automobile Liability, Property and Casualty, Excess Liability and Business Interruption Coverage. Upon written request, CUSTOMER may be listed as an "Additional Insured" at no extra charge. A Certificate of Insurance will be provided at the CUSTOMER's request. 11.Automatic Renewal: Unless other-wise agreed upon by both parties, this Agreement shall automatically renew for a term equal to its original term, unless a "Notice of Cancellation" has been received as outlined in Paragraph 9; The contract amount may be adjusted at a rate of 4% increase per year on the anniversary date of this Agreement. Unless otherwise agreed to in writing, by both parties, services shall be continuous without interruption. 12. Default: If CUSTOMER defaults on any provision of this Agreement, CUSTOMER hereby agrees that Aquagenix may at its sole discretion seek any or all of the following remedies: a. Termination of this Agreement. In this event, CUSTOMER agrees to make immediate payment of the total contract amount through the end of its term (less previously paid payments) as liquidated and agreed upon damage. b. Imposition of"Collections Charge"for monies due. If this action is deemed necessary, in the sole judgement of Aquagenix, CUSTOMER agrees to pay Aquagenix's reasonable attorney fees (including those on appeal), court costs, collection costs and all other expenses incurred by Aquagenix resulting from this collection activity. c. Filing of a mechanics lien on property for all monies due plus interest, costs and attorneys fees. 13. Addenda: a. Water testing and bacteria monitoring shall be conducted at the sole discretion of Aquagenix for the specific purpose of improving the Aquatic Weed Control Program results. b. Work as requested by CUSTOMER such as trash clean-up, physical cutting and/or plant removal and other manual maintenance may be performed by our staff. Extra work will be invoiced separately at our current hourly equipment and labor rates. 14. Contract Documents: This Agreement constitutes the entire Agreement of Aquagenix and the CUSTOMER. In the event that any portion of this Agreement shall be held invalid or unenforceable, the remaining portions of this Agreement shall be binding upon both parties. No oral or written modification of the terms contained herein shall be valid unless made in writing and accepted by an authorized agent of both Aquagenix and CUSTOMER. AQUAGENIX CUSTOMER PRINT NAME PRINT NAME DATE DATE Created For Pelican Bay Services Division Waterway Survey Chart 8/4/2014 01:47 PM Customer Name Pelican Bay Services Division Inspection Waterway Average Depth Surface Cover Perimeter Date Number (In Feet Deep) (In Acres) (Linear Feet) 5/30/2014 Basin II: Lake#6 4.00 2,395.00 Lake#7 4.60 4,175.00 Lake#8-Swale 1.10 1,445.00 Lake#12-Swale 1.00 1,725.00 Basin III 8/4/2014 Lake#1 2.00 1,975.00 Lake#3 2.50 2,620.00 Lake#5 2.00 1,360.00 Lake#6 1.30 915.00 Lake#7 1.50 1,130.00 Basin IV Lake#2 1.40 1,195.00 Lake#3 2.60 2,360.00 Lake#4 0.50 830.00 Lake#5 2.10 1,275.00 Lake#6 0.70 775.00 Lake#7 0.65 850.00 Lake#8 2,40 1,930.00 Lake#9 1.00 785.00 Lake#10-Irrigation Lake 3.00 2,530.00 Lake#11 3.30 2,720.00 Basin V-Bay Colony Lake#9 0.90 960.00 Lake#10 1.00 850.00 Lake#11 1.60 1,390.00 Lake#12 4.70 2,305.00 Lake#13 2.20 2,010.00 Lake#14 0.70 790.00 Lake#2 3.30 2,875.00 30 Waterways for Pelican Bay Services Division 52.05 44,170.00 Created For Pelican Bay Services Division O cu cu up �, ri)s n V1 ❑ S c v N 'O .ten a - W o ID o IA CL C m ° --4,-a Ell 3 o C1 n 3 X m r -0 to -o (Q N r+ `�. to S 7.- Cr n i vi s< d v O m v "a nco O a D CD MI N ry Cl Q 3 (D 0- T. d O ..p (D a ,% (D Q.. 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Ia., .T a t .i e,. ....,..z., LOC PA(�Y t' •I I: 4:?r., _ ., ti, yyWW �-- -,spy q ., �, • 111111"."-- SePRO Research SRTC &Technology Campus SOSCRIPT* /nli\• PJLA Testing 16013 Watson Seed Farm Road,Whitakers,NC 27891 Accreditation#:777497 Chain of Custody: 2014-32187-00 LABORATORY REPORT Page 1 of 2 Total Customer Company Customer Contact Company Name: Aquagenix-fort my/lab Contact Person: Bryan Hale Address: 1450 Jet Port Loop W E-Mail Address: Bryan.Hale@dbiservices.com Fort Myers,FL 33913 Phone: (239)561-2883 Fax: Waterbody Information Waterbody: Pelican Bay-FL Waterbody Size(acres): 6 Depth Average: 6' Sample Information Sample Sampling Sampling Temp at Lab ID Location Test Method Results Date Time Receipt(C) 31028 1 09/18/2014 7.0 Total Phosphorus(µg/L) 2498.1 EPA 365.3 Sample analyzed for total phosphorus contained large amounts of algae. ID of algae and enumeration complete 11029 2 09/18/2014 7.0 Total Phosphorus(µg/L) 10524.5 EPA 365.3 Sample analyzed for total phosphorus contained large amounts of algae. ID of algae and enumeration complte Original SePRO Research SRTC &Technology Campus Chain of Custody: 2014-32187-00 Page 2 of 2 Total Pages Waterbody Information Waterbody: Pelican Bay-FL Waterbody Size(acres): 6 Depth Average: 6' Sample Information Sample Sampling Sampling Temp at Lab ID Location Test Method Results Date Time Receipt(C) ANALYSIS STATEMENTS: SAMPLE RECEIPT/HOLDING TIMES:All samples arrived in an acceptable condition and were analyzed within prescribed holding times in accordance with the SRTC Laboratory Sample Receipt Policy unless otherwise noted in the report. PRESERVATION:Samples requiring preservation were verified prior to sample analysis and any qualifiers will be noted in the report. QA/QC CRITERIA:All analyses met method criteria,except as noted in the report with data qualifiers. ACCREDITED METHODS:This laboratory is not accredited for the tests marked "1" COMMENTS:No significant observations were made unless noted in the report. Laboratory Information Date Received: 09/24/2014 Time Received: 11:00 Date Analysis Performed: 09/29/2014 Date Results Sent: 09/29/2014 Disclaimer:The results listed within this Laboratory Report relate only to the samples tested in the laboratory.The analyses contained in this report 'were performed in accordance with the applicable certifications as noted.All soil samples are reported on a dry weight basis unless otherwise noted in the report.This Laboratory Report is confidential and is intended for the exclusive use of SRTC Laboratory and its client.This report shall not be reproduced,except in full,without written permission from SRTC Laboratory.The Chain of Custody is included and is an essential component of this report. This entire report was reviewed and approved for release. Reviewed By: SRTC Laboratory Manager CONFIDENTIALITY NOTICE:This electronic transmission(including any files attached hereto)may contain information that is privileged, confidential and protected from disclosure. The information is intended only for the use of the individual or entity named above and is subject to any confidentiality agreements with such party.If the reader of this message is not the intended recipient or any employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any disclosure,dissemination,copying,distribution,or the taking of any action in reliance on the contents of this confidential information is strictly prohibited.If you have received this communication in error,please destroy it immediately and notify the sender by telephone.Thank you Deacomu_labresultvers8 Original version: 14.5.24 SePRO Research SoPFICO S RTC &Technology Campus Water Quality Analysis Explanation These water quality parameters are essential to document the condition of a water body and design custom treatment prescriptions to achieve desired management objectives. pH: Measure of how acidic or basic the water is(pH 7 is considered neutral). <6 notably acidic 6-9 standard for typical freshwaters >9 notably basic 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Hardness:Measure of the concentration of divalent cations,primarily consisting of calcium and magnesium in typical freshwaters. 0-60 mg/L as CaCO3 soft; 61-120 moderately hard; 121-180 hard; >181 very hard Alkalinity-Measure of the buffering capacity of water,primarily consisting of carbonate,bicarbonate and hydroxide in typical freshwaters. Waters with lower levels are more susceptible to pH shifts. 50 mg/L as CaCO3 low buffered;51-100 moderately buffered; 101-200 buffered; >200 high buffered Conductivity-Measure of the waters ability to transfer an electrical current,increases with more dissolved ions. <50 uS/cm relatively low concentration may not provide sufficient dissolved ions for ecosystem health;50-1500 typical freshwaters; > 1500 may be stressful to some freshwater organisms, though not uncommon in many areas Dissolved Oxygen-amount of diatomic oxygen dissolved in the water. <2 mg/L likely toxicity with sufficient exposure duration; <5 stressful to many aquatic organisms; >_5 able to support most fish and invertebrates Phosphorus:Essential nutrient often correlating to growth of algae in freshwaters. Total Phosphorus(TP)is the measure of all phosphorus in a sample as measured by persulfate strong digestion and includes: inorganic,oxidizable organic and polyphosphates. This includes what is readily available,potential to become available and stable forms. <12,ug/L oligotrophic; 12-24 pg/L mesotrophic;25-96 pg/L eutrophic; >96 pg/L hypereutrophic Free Reactive Phosphorus(FRP)is the measure of inorganic dissolved reactive phosphorus(PO4-3,HPO4-2, etc).This form is readily available in the water column for algae growth. Nitrogen:Essential nutrient that can enhance growth of algae. Total N is all nitrogen in the sample(organic N+and Ammonia)determined by the sum of the measurements for Total Kjeldhal Nitrogen(TKN)and ionic forms. Nitrites and Nitrates are the sum of total oxidized nitrogen,often readily free for algae uptake. < 1 mg/L typical freshwater; 1-10 potentially harmful; >10 possible toxicity, above many regulated guidelines Chlorophyll a: primary light-harvesting pigment found in algae and a measure of the algal productivity and water quality in a system. 0-2.6pg/L oligotrophic;2.7-20 pg/L mesotrophic;21-56 pg/L eutrophic; >56 pg/L hypereutrophic Turbidity-Measurement of water clarity. Suspended particulates(algae,clay,silt,dead organic matter)are the common constituents impacting turbidity. < 10 NTU drinking water standards and typical trout waters; 10-50 NTU moderate; >50 NTU potential impact to aquatic life. Page 1 of 1 "Y e). \Cr+(2_4 fct..0-6,--• E>f . olal ( ' UR ELL, HALL & ASSOCIATES, INC. MARINE&ENVIRONMENTAL CONSULTING Al.e 3584 Exchange Avenue,Suite B•Naples,Florida 34104-3732•(239)643-0166•Fax 643-6632'thall@turrell-associates.com p I cif- August 5,2014 James lloppensteadt Pelican Bay Foundation,Inc. 6251 Pelican Bay Blvd. Naples,FL 34108 Re: Pelican Bay Foundation Comments on Clam Pass ACOE Nationwide permit Exhibits Dear Mr.Hoppensteadt Turrell,Hall&Associates,Inc. has reviewed a June 26,2014 letter written by the Foundation in which several comments and concerns were raised with regards to a Nationwide Permit application which has been submitted to the US Army Corps of Engineers. We appreciate that the Foundation's concerns and would offer the following responses. The initial premise of the letter is that the current application is a repeat of the process that was undertaken 2013. This is not correct. The 2013 process was based on permitting and undertaking work on a pass that had closed. Opening it was a high priority so concessions were made in the permitting process to avoid long-term review periods by outside agencies such as the National Marine Fisheries Service. The concessions included not placing any fill below the MHW line,and conducting all of the work from land based equipment. This resulted in a smaller fill template area, steeper side slopes in the areas filled,and less of the pass flood shoal areas dredged than was optimal. The current application is under review with the Pass still open so additional review by the outside commenting agencies is unavoidable. Placement of fill below MHW and the ability to conduct the work with barge based equipment are components of the current application. The original June submittal stated that fill would be placed only above MHW but this was later amended in a July 23 update to the ACOE.This will allow for the entirety of the work to be done within the flood shoal areas,and fill placement below the MI-4W line which will allow for gentler slopes and less piling up of fill within the template area(s). These activities as described above should address some of the concerns raised in.the Foundation letter. The gentler slopes and grading proposed along the fill areas will lessen the potential for scarping. Any fill placed within the channel meander will be contingent on the conditions in place at the time that the proposed dredging is undertaken. It is not in the best interest of the estuary or any of the property owners to try and place fill in areas that would immediately migrate right back into the Pass. With respect to the water quality component of the long term management plan,the plan has consistently stated that water quality monitoring will continue to occur within the Clam Bay system. The water quality sampling done will be consistent with State Administrative Code and we have every intent to meet or exceed the collection requirements necessary to track the water quality trends within the system against the applicable FDEP standards. We look forward to discussing these concerns in more detail with you to insure that the estuary system received the best care and attention available. We would be available the week of August i to meet • Ptr. with you to further discuss these and any other concerns that the Foundation may have with regards to the management plan and any potential future dredging activities. Please feel free to call me with available times and dates for us to discuss this further. Sincerely, Tit othy Hall e 0 TURRELL, HALL & ASSOCIATES, INC. MARINE & ENVIRONMENTAL CONSULTING 3584 Exchange Avenue, Suite B •Naples,Florida 34104-3732•(239)643-0166•Fax(239)643-6632 July 23,2014 Tunis W.McElwain Chief,Fort Myers Section U.S.Army Corps of Engineers Fort Myers Regulatory Office 1520 Royal Palm Square Boulevard,Suite 310 Fort Myers,Florida 33919 RE: Corps Application No.: SAJ-1996-02789 Project: Clam Pass Dredging County: Collier Tunis, We recently sent in an application for a Nationwide Permit to conduct maintenance dredging within Clam Pass. The project description was incorrect with regards to the placement of fill above MHW only. Since the project is going to be reviewed by both the NMFS and FWS due to the fact that the Pass is still currently open,we would like to request the ability to also place beach compatible sand below MHW as was done in all of the past dredging events except for 201 . l Tahis that was obsr erved gen ear slope , ed reducedeeneroion potential and less potential for the scarping along the t. All of the other project description components will remain as previously described in the application. The proposed work will be conducted under the existing state DEP permit no.0296087-001 JC. A request for a Notice to Proceed will be filed concurrently with the FDEP for this proposed work. We will keep the Corps informed as to the status of the DEP review of that request. Please do not hesitate to contact me if you have any additional questions or comments regarding this submittal. Sincerely, Timothy Hall Page 1 of I p. d . r Nell Dorrill RN:**Corrected e-mail*`Clam Pass Dredging and Clam Bay Monitoring issues September 22,2014 at 3:25 PM Susan O'Brien(naplessusan@comcast.net) From: OchsLeo [mailto:LeoOchs@colliergov.net] Sent:Thursday, August 14, 2014 4:07 PM To: LorenzWilliam; Neil Dorrill Cc: CasalanguidaNick; McAlpinGary; Danette Kinaszczuk Subject: RE: **Corrected e-mail**Gam Pass Dredging and Clam Bay Monitoring issues From: LorenzWilliam Sent:Thursday, August 14, 2014 11:55 AM To: OchsLeo Cc: CasalanguidaNick; McAlpinGary; Danette Kinaszczuk Subject: FW: **Corrected e-mail**Clam Pass Dredging and Clam Bay Monitoring issues From: LorenzWilliam Sent: Thursday, August 14, 2014 10:00 AM To: OchsLeo Cc: CasalanguidaNick; McAlpinGary; Danette Kinaszczuk Subject Clam Pass Dredging and Clam Bay Monitoring issues Leo, 1 11 ‘r- s--.)\ Y Provided below is our response to your request for information regarding Clam Pass and Clam Bay issues we discussed with you on July 30, 2014. Please note that Nick has already reviewed this response. Clam Pass The question has been raised as whether or not the USACE will require a Clam Bay Master Plan in the permit application or as a condition of the permit for the next 10 year Joint Coastal Permit. Bill Lorenz and Gary McAlpin had a conversation with Tunis McElwain, Fort Myers Section Chief of the USACE. Tunis's comments are as follows: • The USACE does not direct what an applicant should or should not include in a permit application. As can be seen from the attached permit application and instructions, no Master plan is required. • In evaluating the permit application the USACE or one of its consulting agencies may request additional information that may or may not be included in the master Plan that the PBSD is preparing. As always,the applicant will be required to provide that specific information that the USACE is requiring. It will be the determination of the USACE and its consulting agencies as to what is or is not included as a condition of the permit. • The USACE does not want to get in the middle of a dispute as to how to manage the next phase of Clam Pass. Permit requirements will be based on what purpose the permit meant to address. Also attached to this e-mail are the USACE's permit application and application instructions. Clam Bay Monitoring Natural Resources staff has compared the monitoring performed by PBSD to what would be required to properly evaluate compliance of Clam Bay water quality to state-adopted criteria. The complete analysis is attached but provided below are its essential conclusions/recommendations by Natural Resources staff. Based on the review of available information, the following are recommended for water quality monitoring in Clam Bay: • Sampling sites should include the same nine sites used to develop the established numeric nutrient criteria for Clam Bay. • Sampling should be conducted monthly. • The parameter list should follow the "recommended" list above to meet FDEP assessment criteria. Specific Conductivity, collected in the field, should be recorded/reported as part of this. • An audit of the program should be performed to determine if previously collected data meet acceptable quality assurance and quality control requirements listed in FAC 62-160, and going forward,to ensure that future activities also meet these requirements. Data of acceptable quality should be entered into FLASTORET as required by (FAC) and Florida Statute • An annual "report card"should be prepared and presented utilizing the same methodologies recommended by Atkins in their Clam Bay Numeric Nutrient Criteria: Example Report Cards for 2010 and 2011. Please let me know if you need further information. ti „,„. EXECUTIVE SUMMARY i"�""�`�•, -`""'•�. Recommendation to approve The Clam Bay NRPA Management Plan and authorize Pelican Bay Services Division to administer the Plan. OBJECTIVE: To provide guidance for the management activities necessary to ensure the health of the entire Clam Bay NRPA estuary with regular monitoring that will assist Pelican Bay Services Division to track the stability of the NRPA and make necessary recommendations to the Board of County Commissioners. CONSIDERATIONS: 1. On December 11, 2012,the Board of County Commissioners clarified and reaffirmed that the Pelican Bay Services Division has the responsibility for advising the County on dredging and maintaining Clam Pass and will manage such activities for the County. The Board also directed Turrell, Hall & Associates to prepare a work order under Contract 10-5571 to update the existing Clam Bay Management Plan. Since that time, the Clam Bay Committee of the Pelican Bay Services Advisory Board developed a comprehensive list of all community members and stakeholders and invited same to 23 public meetings and workshops from March 2013 to June 2014. 2. On June 19, 2014, the Pelican Bay Services Division called a Special Meeting to review the final draft Clam Bay NRPA Management Plan. At the Pelican Bay Services Division regular meeting on. July 2, 2014 the board voted unanimously to approve the Clam Bay NRPA Management Plan and submit it to the BCC for review and approval. 3. The Management Plan will provide guidance for future management activities within the NRPA,building on the successes of the 1998 Restoration and Management Plan. 4. The Management Plan will also be used to support permit applications that may be required for management activities. It also includes typical dredging templates for the three sections of Clam Pass and flood shoal that show the cross sectional areas that could be dredged in any event. 5. The document also allows for changes to the plan should new information or management techniques come to light that would be of benefit to the Clam Bay NRPA. SPECIAL ENVIRONMENTAL CONSIDERATION: Clam Pass is both an environmental and hydraulically sensitive inlet and at times a source of competing political and community priorities. The adoption of the Clam Bay Management Plan has significant impacts for the management of this unique resource. For this reason several modifications to the plan and its implementation are recommended by staff for the Board's consideration. First, incorporating the management plan as part of the next 10 year maintenance permit is not recommended and may expose the county to unnecessary risk and unintended consequences. The Army Corp of Engineers does not require that plans be made a part of the permit applications and should be avoided. Second, recent efforts to develop site specific nutrient parameters for the water quality in Collier County require modifications to the historic water monitoring program. Specifically sampling protocol should: 6 Be consistent with sites used by Atkins Consulting to establish nutrient, criteria (q • Continue to be conducted monthly • Follow the required parameter list o Continue to meet FAC for inclusion in the statewide water quality database(STORET) the methodologies • Continue to provide for an annual report utilizing g recommended by the county's consultant FISCAL IMPACT: The fiscal impact for application and processing of the Clam Bay NRPA Management Plan until issuance of the new 10 year permit is $82,160. Additional expenses to carry out activities required by the 10 year plan for annual hydrographic ($28,800) and biological ($22,300) monitoring, and water quality work ($5,500) is $56,600. This work is eligible for Tourist Development Tax funding (195) Clam Pass Dredging Project 88032. LEGAL CONSIDERATIONS: Pursuant to Section 125.0104, Fla. Stat., the Tourist Development Council ("TDC") is required to make a recommendation to the Board of County Commissioners ("BCC") regarding the expenditure of tourist development tax. As a result, the Pelican Bay Services Divisionis required to ask the TDC to make a recommendation on the above listed expendituresand to make a recommendation Folli nga ion and finding as to whether the expenditure promotes a TDC recommendation, this item will then be taken to the BCC prior to any expenditure of tourist development tax funds. This item has been approved as to form and legality and requires majority vote for approval.—CMG GROWTH MANAGEMENT IMPACT: None RECOMMENDATION: That the Board of County Commissioners approve the Clam Bay NRPA Management Plan and authorize Pelican Bay Services Division to administer the Plan. Prepared by: Mary McCaughtry, Operations Analyst Reviewed by: Neil Dorrill,PBSD Administrator