The URL can be used to link to this page

Agenda 05/06/2015 PELICAN BAY SERVICES DIVISION Municipal Service Taxing & Benefit Unit NOTICE OF PUBLIC MEETING MAY 6, 2015 THE PELICAN BAY SERVICES DIVISION BOARD WILL MEET ON WEDNESDAY, MAY 6 AT 1 PM AT THE COMMUNITY CENTER AT PELICAN BAY, LOCATED AT 8960 HAMMOCK OAK DRIVE, NAPLES, FLORIDA 34108. AGENDA 1. Pledge of Allegiance 2. Roll call 3. Agenda approval 4. Approval of minutes a. 2/24/15 & 3/26/15 Budget Committee b. 5/22/14, 5/30/14, 2/24/15, & 3/25/15 Clam Bay Committee c. 3/4/15 & 4/1/15 Board Regular Session 5. Audience comments 6. Administrator report a. Extraordinary law enforcement in PB this season b. Reports on Jan-March police and traffic activity in PB c. Addressing sight visibility issues at two intersections d. Schedule for completing outstanding meeting minutes e. Documentation for supplementary invoice request for additional work f. Job description for proposed project manager g. Monthly financial report 7. Administrator feedback, contract renewal, and supplemental invoice* 8. Committees 9. Committee reports a. Budget i. Preview of FY'16 budget b. Clam Bay i. Change berm water quality testing* c. Landscape and safety d. Water management i. Release portion of drainage easement at the Commons* ii. Use County lab to collect/test water quality samples in ponds* 10. Chair's comments a. June meeting b. Summer Board meeting schedule c. Gulf Bay proposal for changes to medians near Waterpark Place d. Water management activities and funding 11. Unfinished Business 12. New Business 13. Adjournment *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 PE LI CANBAYSERVICESDIVISION.NET. 5/1/2015 1:46:27 PM PELICAN BAY SERVICES DIVISION BUDGET COMMITTEE MEETING MINUTES FEBRUARY 24,2015 The Budget Committee of the Pelican Bay Services Division met on Tuesday, February 24, 2015 at 1 p.m. at the Community Center at Pelican Bay, located at 8960 Hammock Oak Drive,Naples, Florida. The following members attended. Budget Committee Michael Levy, Chairman Susan O'Brien Henry Bachman Scott Streckenbein John Iaizzo absent Dave Trecker ex-officio PBSD Staff Neil Dorrill, Administrator Mary McCaughtry, Operations Analyst Marion Bolick, Operations Manager Lisa Jacob, Recording Secretary AGENDA 1. Roll call 2. Agenda approval 3. Approval of 1/22/15 meeting minutes 4. Audience comments 5. Review by staff of any contemplated changes to operations (increases and decreases) to operations and the respective fiscal year cost impact(FY '15 and FY '16): a. Office and Management; b. Field Operations 6. Initial discussion of county Clam Bay funding for FY'16 7. Discussion by staff and budget committee regarding capital needs (non-ad valorem and ad valorem) for fiscal years '15, '16 and going forward 8. Discussion of non-ad valorem and ad valorem budget objectives for FY '16. 9. Discussion of budgeting guidelines (H. Bachman) 10. Adjourn ROLL CALL With the exception of Mr. Iaizzo, all members were present and a quorum was established. AGENDA APPROVAL Mr. Streckenbein motioned,Dr. Trecker seconded to approve the agenda as presented. The motion carried unanimously. 1 Budget Committee of the Pelican Bay Services Division February 24,2015 Meeting Minutes APPROVAL OF FEBRUARY 24 MINUTES Mr. Streckenbein motioned,Dr. Trecker seconded to approve the January 22 Budget Committee meeting minutes as amended[Item 4,p. 2. should read "The Committee members reviewed the FY 2014 actuals vs. estimated for water management, community beautification, and street lighting."Item 5,p. 2 should read "The Committee discussed the capital projects that have been approved and their FY 2015 funding.Also for the next five years,planning estimates by project were reviewed as well as estimated funding." Item 6,p. 2 should read "There was no substantive discussion of the initial report." The motion carried unanimously. AUDIENCE COMMENTS There were no audience comments. REVIEW BY STAFF OF ANY CONTEMPLATED CHANGES TO OPERATIONS (INCREASES AND DECREASES) TO PERATIONS AND THE RESPECTIVE FISCAL YEAR COST IMPACT ((FY '15 AND FY '16) Mr. Dorrill explained the rationale for preparation of the FY 2016 budget contained substantial increases due to additional or expanded levels of services requested. Staff requested Three full-time county positions to form one—three-man landscaping crew, as well as three additional temporary labor positions to perform landscaping maintenance. Staff also requested additional funds for exotic removal projects in drainage easements, computer equipment for the field office, and replacement vehicles. Funding for an automated irrigation system with a central control system was also requested. The current system is antiquated and labor-intensive to maintain and repair. Mr. Dorrill also explained that Ms. Jacob's existing position of administrative assistant would be reclassified as a project or field manager position at a higher classification pay grade and the job description would be provided. This would be in lieu of the DMG project manager. DMG project manager costs to date would be provided. INITIAL DISCUSSION OF COUNTY CLAM BAY FUNDING FOR FY'16 Mr. Dorrill reported that the County's budget office agreed to add additional funds to the Clam Bay fund in two installments from fund 111 of$50,000 each to total $100,000 to pay for costs related to the management plan,tidal gauges, and bathymetric survey. Any additional funds for the bathymetric survey would need to come from tourist development tax or"TDC"funds. DISCUSSION OF CAPITAL NEEDS (NON-AD VALOREM & AD VALOREM) FOR FY '15, '16 AND GOING FORWARD The Committee discussed capital needs for FY '15, '16, and going forward. Projects included CIP Phase 3 landscaping, beach renourishment, street lighting, and irrigation improvements amongst others. Staff would prioritize projects. 2 Budget Committee of the Pelican Bay Services Division February 24, 2015 Meeting Minutes DISCUSSION OF BUDGETING GUIDELINES It was understood that the assessment needed to increase greatly; it was a matter of how to justify the increase and present to the community. ADJOURN Dr. Trecker motioned,Mr. Streckenbein seconded to adjourn. The motion carried unanimously. Michael Levy, Chairman 4/27/2015 4:40:02 PM 3 PELICAN BAY SERVICES DIVISION BUDGET COMMITTEE MEETING MINUTES MARCH 26,2015 The Budget Committee of the Pelican Bay Services Division met on Thursday, March 26 at 1 p.m. at Pelican Bay Services Division, located at 801 Laurel Oak Drive, Suite 302,Naples, Florida. The following members attended: Budget Committee Michael Levy, Chairman Susan O'Brien Henry Bachman Scott Streckenbein John Iaizzo absent Dave Trecker ex-officio PBSD Staff Neil Dorrill, Administrator Mary McCaughtry, Operations Analyst Marion Bolick, Operations Manager Lisa Jacob,Recording Secretary Also Present Joe Chicurel,PBSD Board Dr.Joseph Doyle Sandra Doyle AGENDA 1. Roll call 2. Agenda approval 3. Audience comments 4. Review by staff of FY'16 contemplated changes to operations (increases and decreases) and the respective fiscal year cost impact: a. Office and Management b. Field Operations i. Manpower ii. Other expenses iii. Capital c. County i. Personnel wages policy ii. IT& indirect charges iii. Fleet and insurance 5. Discussion of PBSD request to county for Clam Bay funding for FY'16 6. Discussion by staff and budget committee regarding capital project needs (non-ad valorem and ad valorem)now and going forward 7. Discussion of non-ad valorem and ad valorem budget objectives for FY '16 8. Adjourn ROLL CALL With the exception of Mr. Iaizzo, all members were present and a quorum was established. 1 Budget Committee of the Pelican Bay Services Division March 26,2015 Meeting Minutes AGENDA APPROVAL IMr. Streckenbein motioned,Dr. Trecker seconded to approve the agenda as presented. The motion carried unanimously. AUDIENCE COMMENTS Dr. Joseph Doyle commented on the executive summary to the budget amendment to transfer $200,000 from reserves into the community beautification cost center to pay for safety- related tree trimming services and temporary labor. REVIEW BY STAFF OF FY '16 CONTEMPLATED CHANGES TO OPERATIONS (INCREASES AND DECREASES)AND RESPECTIVE FISCAL YEAR COST IMPACT Staff requested substantial increases to the FY '16 budget due to additional or expanded levels of services requested,to include additional manpower. Due to maintenance that had been deferred in prior years, staff recommended $75,000 be budgeted for large areas of exotic removal in drainage easements. Consensus was to reduce the recommended$75,000 for exotic removal to $50,000. Funding of$100,000 per year for three years was requested to retrofit the current irrigation system with a central control system. The current system is antiquated and labor- intensive and repair and there is not enough manpower to do regular maintenance. Staff recommended an increase in temporary labor of$44,200; however,the consensus of the Committee was that the increase was not necessary. Mr. Dorrill explained if the project manager position was not filled, DMG project manager expenses would increase by about$20,000. DISCUSSION OF PBSD REQUEST TO COUNTY FOR CLAM BAY FUNDING The Committee consensus was to increase the Clam Bay assessment by$25,000 to total $133,000. DISCUSSION OF CAPITAL PROJECT NEEDS NOW AND GOING FORWARD The discussion focused on historical capital expenses and the use of reserves. Reserves have been depleted because historically, reserves were used instead of raising the assessment. It was also indicated that although the capital assessment increased incrementally in recent years to save for future CIP projects and last year for beach renourshment,the operations assessment has not been increased in many years. 2 Budget Committee of the Pelican Bay Services Division March 26,2015 Meeting Minutes DISCUSSION OF NON-AD VALOREM& AD VALOREM BUDGET OBJECTIVES It was understood that the assessment needed to increase greatly;however the Committee consensus was mixed on how to go about doing so. ADJOURN Dr. Trecker motioned,Mr. Streckenbein seconded to adjourn. The motion carried unanimously and the meeting adjourned at 4:36 p.m. Michael Levy, Chairman 4/30/2015 11:56:02 AM 3 CLAM BAY COMMITTEE PELICAN BAY SERVICES DIVISION MAY 22,2014 The Clam Bay Committee of the Pelican Bay Services Division met on Thursday, May 22 at 1 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida. The following members attended. Clam Bay Committee Susan O'Brien, Chairman John Domenie Joe Chicurel Michael Levy Tom Cravens Dave Trecker ex-officio Staff Neil Dorrill,Administrator Lisa Jacob, Interim Operations Manager Mary McCaughtry, Operations Analyst Also Present Mohamed Dabees, Humiston&Moore Engineers, Inc. Tim Hall, Turrell-Hall &Associates Arielle Poulos, Turrell, Hall &Associates Clam Bay Stakeholders Henry Bachman Mary Johnson Marcia Cravens Linda Roth Peter Duggan Kathy Worley Annice Gregerson REVISED &APPROVED AGENDA 1. Roll call 2. Agenda approval 3. Audience comments 4. Discussion of Changes to the latest draft of the Management Plan 5. Discussion of approval of Management Plan 6. Time Lines for applications for Nationwide and 10-year dredging permits 7. Next meeting and suggested topics for same 8. Reconsideration discussion add-on 9. Adjourn ROLL CALL All members were present and a quorum was established. AGENDA APPROVAL Mr. Levy motioned,Mr. Domenie seconded to approve the agenda as amended. [add item 8 Reconsideration discussion]. The motion carried unanimously. AUDIENCE COMMENTS 1 Clam Bay Committee of the Pelican Bay Services Division May 22,2014 Meeting Minutes Ms. Kathy Worley suggestions the document itself needed to flow better. Dr. Dabees suggested Section 6 be clarified. DISCUSSION OF CHANGES TO THE LATEST DRAFT OF THE PLAN The Committee discussed Goal and Objectives, funding priorities, and annual reports and the language was adjusted by Committee consensus. Ms. Marcia Cravens was concerned about the Objectives, data collection, and the Nationwide permit conditions. The Committee discussed and clarified by consensus the section on dredging Mr. Dorrill anticipated the Plan going for Board of County Commissioners' approval in June and suggested that Mr. Hall prepare the executive summary. TIME LINE FOR NATIONWIDE & 10-YEAR DREDGING PERMITS APPLICATIONS Mr. Dorrill explained the permit application processes and reported the 10-year dredging permit application was in the process of being prepared. RECONSIDERATION DISCUSSION (ADD-ON) Mr. Cravens indicated he voted to amend Ordinance 96-16 at a previous PBSD meeting; however, as new information was available on manatees in Clam Bay, he was interested in recommending a reconsideration to pursue further protection of manatees. Mr. Cravens motioned to recommend to the full Board to reconsider amending Ordinance 96-16 to pursue further protection of the manatee; however, after much discussion,the motion was tabled. NEXT MEETING The next meeting was scheduled for May 30 at 1:00 p.m. ADJOURN The meeting was adjourned at 3:58 p.m. Susan O'Brien, Chairman 5/1/2015 11:51:37 AM 2 CLAM BAY COMMITTEE PELICAN BAY SERVICES DIVISION MAY 30,2014 The Clam Bay Committee of the Pelican Bay Services Division met on Friday, May 30 at 1 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida. The following members attended. Clam Bay Committee Susan O'Brien, Chairman John Domenie Joe Chicurel Michael Levy Tom Cravens Dave Trecker ex-officio Staff Neil Dorrill, Administrator Lisa Jacob, Interim Operations Manager Mary McCaughtry, Operations Analyst Also Present Tim Hall, Turrell-Hall & Associates Arielle Poulos, Turrell, Hall &Associates Clam Bay Stakeholders Henry Bachman Mary Johnson Marcia Cravens Linda Roth Peter Duggan Kathy Worley Annice Gregerson APPROVED AGENDA 1. Roll call 2. Agenda approval 3. Audience comments 4. Discussion of changes to the latest draft of Chapters 1-6 5. Discussion of Appendix and timeline for completing/approving Plan 6. Timeline for submitting 10-year permit application 7. Discussion of revised ordinance 8. Next meeting and suggested topics for same 9. Other 10. Adjourn ROLL CALL All members were present and a quorum was established. AGENDA APPROVAL Mr. Levy motioned,Mr. Domenie seconded to approve the agenda as presented. The motion carried unanimously. 1 Clam Bay Committee of the Pelican Bay Services Division May 30,2014 Meeting Minutes AUDIENCE COMMENTS Mr. Dorrill indicated the TDC has approved recommending to the County Commission the expenditure of$34,500 on dredging permitting and associated costs. The PBSD would discuss this and consider the construction plans for approval at an upcoming meeting. DISCUSSION OF CHANGES TO THE LATEST DRAFT OF CHAPTERS 1 TO 6 The Committee reviewed the latest draft of Chapters 1 to 6 and discussed and agreed by consensus to add consecutive page numbers, correct grammar and punctuation. Certain changes were made for clarity and uniformity as well as delegation of responsibility. An executive summary would be included in the Plan, and Mr. Hall was in the process of preparing it for the plan and for the submission for approval of the Plan to the Board of County Commissioners. It was agreed the summary should be a brief narrative and include a synopsis of the dredging plans. Section Five would be moved to the Section 3 position, and Mr. Hall would discuss with Dr. Dabees changing the verbiage in certain sections with in an effort to make them easier to understand. The Committee discussed mangroves at length, and it was suggested to include Conservancy's report on benthic studies in the Plan. A lengthy discussion was held regarding monitoring and restoration of the oyster beds and sea grasses. The Committee decided to exclude a sentence regarding actions to promote sea grass and oyster expansion. APPENDIX & TIMELINE FOR COMPLETING & APPROVING PLAN Mr.Hall would provide the executive summary to the Committee within the next week and the next meeting was scheduled for June 11 at 1 p.m. to recommend approval of the Plan. Ms. Cravens was concerned about the timing and approval should be delayed until fall and the Committee discussed its options. TIMELINE FOR SUBMITTING TEN-YEAR PERMIT APPLICATION Mr. Hall indicated pre-application meetings would need to be scheduled with both agencies (FDEP and Army Corps) and it would take about 30 days to prepare the 10-year permit application. The process could take 18 months or more before the permit is issued. Mr. Hall noted that the Plan was not required to be submitted with the permit application. 2 Clam Bay Committee of the Pelican Bay Services Division May 30, 2014 Meeting Minutes The Committee discussed briefly the placement of the dredged material. The Nationwide permit would be discussed at the next full Board meeting. DISCUSSION OF REVISED ORDINANCE Mr. Cravens motioned,Dr. Trecker seconded to recommend to the full Board to reconsider and rescind the motion to amend Ordinance 96-16. The motion carried unanimously. ADJOURNMENT The meeting was adjourned at 3:30 p.m. Susan O'Brien, Chairman 5/1/2015 1:15:00 PM 3 PELICAN BAY SERVICES DIVISION CLAM BAY COMMITTEE MEETING MINUTES FEBRUARY 24,2015 The Clam Bay Committee of the Pelican Bay Services Division met on Tuesday, February 24, 2015 at 1:00 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida. In attendance were: Clam Bay Committee Susan O'Brien, Chairman Ken Dawson Joe Chicurel Michael Levy Tom Cravens Board Members Also Present Henry Bachman Dave Trecker ex-officio Pelican Bay Services Division Staff Neil Dorrill, Administrator Mary McCaughtry, Operations Analyst Marion Bolick, Operations Manager Lisa Jacob,Recording Secretary Also Present Mohamed Dabees,Humiston&Moore,Engineers Tim Hall,Turrell,Hall &Associates Mary Johnson,Pelican Bay Foundation Board of Directors Linda Roth REVISED APPROVED AGENDA 1. Roll Call 2. Agenda Approval 3. Pledge of Allegiance 4. Approval of 1/22/15 Meeting Minutes 5. Audience Comments 6. Questions/Comments on 2014 Tidal Analysis Report 7. Updates on the Following: a. Funding from County for 2015 Clam Bay Monitoring b. Tidal gauges installation c. RFP for Clam Bay monitoring d. Adding oysters in Clam Bay e. Final 2014 Clam Bay Report f. Water quality data into STORET g. FDEP Permit modification proposal h. USACE Permit 8. Copper in Clam Bay and along berm 1 Clam Bay Committee of the Pelican Bay Services Division February 24, 2015 Meeting Minutes a. Alternative lab for copper b. Reasonable assurance plan 9. Monthly updates on tidal gauges and copper 10. Other a. Set next meeting date b. Update on motorized vessels in upper Clam Bay 11. Adjournment ROLL CALL All Committee members were present and a quorum was established. AGENDA APPROVAL Mr. Dawson motioned,Mr. Levy seconded to approve the agenda with the addition of the Pledge of Allegiance after the agenda approval, and Items 10a, set next meeting date and 10b, update on motorized vessels in upper Clam Bay. The motion carried unanimously. APPROVAL OF JANUARY 22,2015 MEETING MINUTES Mr. Cravens motioned,Mr. Levy seconded to approve the January 22 minutes with the placement of Dr. Trecker under the "Also Present"heading and indication that Mr. Bachman and Kathy Worley were not present; on p. 3, last line at bottom, add "hand dug channels before "interconnected waterways". The motion carried unanimously. AUDIENCE COMMENTS Ms. Anne Georger-Harris thanked the Committee for curing their algae problems by installing floating islands in the Avalon lake. Ms. Linda Roth asked that future communications regarding Clam Bay refer to PBSD as Collier County/PBSD. UPDATE ON TIDAL GAUGES Mr. Hall indicated that the engineer had visited the sites, and a platform would have to be built for the device being put in upper Clam Bay. Updated costs will be available for the Board at their meeting the following week. TIDAL ANALYSIS REPORT Mr. Cravens motioned,Mr. Dawson seconded to recommend to the full Board to approve the Tidal Analysis Report with today's changes, then pending PBSD Board approval, recommend to the Board of County Commissioners to approve the report. The motion carried unanimously. 2 Clam Bay Committee of the Pelican Bay Services Division February 24,2015 Meeting Minutes UPDATES ON THE FOLLOWING: FUNDING FROM COUNTY FOR FY '15 CLAM BAY MONITORING The County has approved the second $50,000 funding request, and it is expected that another$50,000 will be granted later in the year. RFP FOR CLAM BAY MONITORING The deadline to submit bids for the RFP for environmental services is February 27,then the County will evaluate the bids received and vendor selection process. ADDING OYSTERS IN CLAM BAY Mike Bauer, City of Naples, will be asked to address the Committee on the feasibility of adding oysters to Clam Bay. Mr. Hall will obtain a proposal to test the water for larvae. FINAL 2014 CLAM BAY REPORT Mr. Hall anticipates having this report available in about a week. WATER QUALITY DATA INTO STORET Mr. Hall reported the software to enter water quality data into STORET is being set up. ACOE PERMIT APPLICATION Dr. Dabees' is preparing additional material for the Army Corps of Engineers dredging permit application and submission is imminent. Mr. Hall would advise the Committee if/when any public comments are received. FDEP PERMIT MODIFICATION Mr. Hall submitted the FDEP permit modification application. A copy of the application was included in the agenda material. COPPER IN CLAM BAY AND ALONG BERM The updated report showed the copper levels in Clam Bay continue to be relatively stable. Because the County lab does not have the capability to get test results under 3.0, Tim Hall would outsource this month's samples to Benchmark Lab. Ms. Mary Johnson provided a sample reasonable assurance plan for review in the event a similar document would need to be created to meet FDEP requirements. MONTHLY UPDATES ON TIDAL GAUGES AND COPPER Once the real-time data begins to come in from the new tidal gauges, the report can be provided to the board along with the copper numbers on a monthly basis. 3 Clam Bay Committee of the Pelican Bay Services Division February 24,2015 Meeting Minutes NEXT MEETING DATE The next meeting was tentatively set for March 24 with the understanding that it may be changed to accommodate the Budget Committee. UPDATE ON MOTORIZED VESSELS IN UPPER CLAM BAY Individuals can contact the Sheriff's Department to report unsafe conditions caused by a motorized vessel in the Clam Bay system. Ms. O'Brien would contact the Foundation to request that this information be posted at the kayak ramp. ADJOURNMENT Mr. Levy motioned,Dr. Chicurel seconded to adjourn. The motion carried unanimously and the meeting was adjourned at 4:23 p.m. Susan O'Brien, Chairman 4/27/2015 10:09:03 AM 4 CLAM BAY COMMITTEE MEETING MINUTES PELICAN BAY SERVICES DIVISION MARCH 23,2015 The Clam Bay Committee of the Pelican Bay Services Division met on Monday,March 23, 2015, at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida 34108. The following members attended. Clam Bay Committee Susan O'Brien, Chairman Ken Dawson Joe Chicurel Mike Levy absent Tom Cravens Dave Trecker ex-officio Pelican Bay Services Division Staff Neil Dorrill, Administrator Mary McCaughtry, Operations Analyst Marion Bolick, Operations Manager Lisa Jacob, Recording Secretary Also Present Mohamed Dabees,Humiston&Moore Engineers, Inc. Tim Hall, Turrell-Hall &Associates Linda Roth REVISED & APPROVED AGENDA 1. Roll call 2. Agenda approval 3. Audience comments 4. Updates on the following: a. $50,000 from County b. Installation of tidal gauges c. RFP for Clam Bay monitoring d. Copper results from January and February e. County Advisory Committee on vessel speed f. USACE permit application and FDEP permit modification g. Adding oysters to Clam Bay h. Getting water quality data into STORET i. Seeking grant for exotic removal 5. Priorities for Clam Bay monitoring in FY15 and FY16/Expense summary 6. Water quality parameters going forward 7. Kayak safety in Clam Bay 8. Other 9. Adjournment ROLL CALL All committee members were present and a quorum was established. 1 Clam Bay Committee of the Pelican Bay Services Division March 23,2015 Meeting Minutes AGENDA APPROVAL Mr. Cravens motioned,Mr. Dawson seconded to approve the agenda as amended[add expense summary to item 5;and add item 4i. seeking grant funds for exotic removal]. The motion carried unanimously. AUDIENCE COMMENTS No comments were received. UPDATES $50,000 FROM COUNTY A new 111 cost center was received with an initial appropriation of$40,000. An additional $32,500 is pending. The total received from the County at this point is $90,000. Eligible expenses include the tidal gauge monitors and channel clearing for Clam Bay. TIDAL GAUGES Loaner gauges from Turrell, Hall will be installed this week as the County is requiring that the RFP bidding process be used to purchase new tidal gauges. The Services Division's two remaining functioning gauges are currently located in the two locations closest to the Pass. It is anticipated that the new gauges, once procured, would be installed in June. RFP FOR CLAM BAY MONITORING The RFP selection committee is scheduled to meet on March 25. COPPER RESULTS FOR JANUARY & FEBRUARY The January samples were taken from the "old" sites and results are from the County lab. The February samples were taken from the new sites and results are from Benchmark Lab. COUNTY ADVISORY COMMITTEE ON VESSEL SPEED It was reported that the County is contemplating creating a committee to update the Manatee Protection Plan USACE PERMIT APPLICATION & FDEP PERMIT MODIFICATION The Army Corps of Engineers permit application public comment period closed yesterday. The FDEP permit modification process continues to move forward, and Mr. Hall would advise the Committee of any updates. In response to Dr. Chicurel's question about transparency for PBSD Board meetings, Mr. Dorrill indicated that the meetings will be videotaped from this point forward and rebroadcast on 2 Clam Bay Committee of the Pelican Bay Services Division March 23,2015 Meeting Minutes the County's government access channel. Mr. Dorrill is working to have the County cover the additional costs. ADDING OYSTERS IN CLAM BAY Mr. Hall indicated that he is investigating the possibility of getting oysters for free, and at the same time looking at whether there will be enough food to support the oysters once they are put into the Bay, and if in any way they would compromise the ecosystem. GETTING WATER QUALITY DATA INTO STORET The software was received, but is in the process of being set up. SEEKING GRANT FUNDS FOR EXOTIC REMOVAL Mr. Cravens referred to a grant received from the state in 2012 to remove exotics on the south beach, and advised that these exotics were coming back. Mr. Hall advised that the grant proposal was submitted by Mr. McAlpin to the Fish and Wildlife Conservation Commission, and indicated that he would attempt to get a copy of that proposal. This item will remain as an agenda item for updates. PRIORITIES FOR CLAM BAY MONITORING IN FY 15 & FY 16/EXPENSE SUMMARY Ms. O'Brien prepared an expense summary and the anticipated fund sources. Monitoring priorities and associated costs were also discussed and the available funds are $15,000 less this year than in the two years prior. Extra funds would be requested for the annual bathymetric survey. The Committee agreed that the bathymetric survey of the interconnecting waterways is a matter of great importance and a top priority. Other important items in order of importance included selected parameters of water quality, signage on the canoe trail, promoting educational information, monitoring plots in other habitats, monitoring of gopher turtles and other birds and fish, for which grant money or volunteer help could possibly be obtained. Finally, vegetation and litter control, and archeological site monitoring would be addressed as funds became available. For FY '16,the Committee agreed the local assessment for Clam Bay should be $133,000 as opposed to the $118,000 currently allocated. WATER QUALITY PARAMETERS GOING FORWARD Reports from the County lab were provided as well as the parameter responsibilities the Committee is working with now. It was agreed that nonessential parameters would no longer be 3 Clam Bay Committee of the Pelican Bay Services Division March 23,2015 Meeting Minutes tested. Once the permit modifications are made,the County lab will be notified about the changes. KAYAK SAFETY IN CLAM BAY The Committee discussed asking the Foundation to reconsider the posting of safety rules on the kayak racks as the Foundation had previously indicated that it should be posted on County property. After a brief discussion, it was agreed that Mr. Dorrill would contact the Parks and Recreation Director to determine the level of concern for kayak safety in Clam Bay. ADJOURNMENT Mr. Cravens motioned,Mr. Levy seconded to adjourn. The motion carried I unanimously and the meeting was adjourned at 2:52 p.m. Susan O'Brien, Chairman 4/30/2015 3:05:24 PM 4 PELICAN BAY SERVICES DIVISION BOARD REGULAR SESSION MARCH 4, 2015 The Pelican Bay Services Division Board met on Wednesday, March 4, 2015 at 1:00 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida 34108. The following members attended: Pelican Bay Services Division Board Dave Trecker, Chairman Ken Dawson Susan O'Brien, Vice-Chairman John laizzo Henry Bachman Michael Levy Joe Chicurel Robert Schoonmaker Tom Cravens Scott Streckenbein PBSD Board Appointees Whose Terms Begin April 1,2015 Dr. Patricia Bush Bodhan Hirniak Pelican Bay Services Division Staff Neil Dorrill, Administrator Mary McCaughtry, Operations Analyst Marion Bolick, Operations Manager Lisa Jacob, Recording Secretary Also Present Kevin Carter, Field Manager, Dorrill Management Group Tim Cook,Pelican Bay Foundation Board of Directors Tim Hall, Turrell, Hall & Associates, Inc. Jim Hoppensteadt, President, Pelican Bay Foundation Mary Johnson, Pelican Bay Foundation Board of Directors Diane Lustig Jerry Moffatt Mollie Moffatt Geoff Noble Gary Ventress,President, Oak Lake Sanctuary Association Mary Anne Womble 35 in audience REVISED APPROVED AGENDA 1. Pledge of Allegiance 2. Roll Call 3. Agenda Approval a. Introducing new director 4. Approval of 2/4/15 Meeting minutes 5. Audience Comments 6. Approval of Clam Pass Annual Report 7. Oakmont Lake Pathway Repair a. Lake Management Structures and Pipes 8. Administrator's Report a. Projected field and administrative manning needs b. Inventory of Foundation and other private property serviced by PBSD c. Status of tidal gauges 1 Pelican Bay Services Division Board Regular Session March 4,2015 Meeting Minutes d. Status of Clam Bay sampling from FDEP sites e. Status of Oak Lake Sanctuary repair activities f. Status of yield signs at crosswalks g. Monthly financial report 9. Chairman's Report a. Recognition of service of Mike Levy and John Iaizzo b. Valedictory 10. Committee Reports a. Clam Bay b. Water Management c. Budget d. Landscape and Safety e. Beach Renourishment 11. Old Business 12. New Business 13. Adjournment ROLL CALL All members were in attendance and a quorum was established. AGENDA APPROVAL Mr. Cravens motioned,Ms. O'Brien seconded to approve the agenda with the addition of items 3A, introduction of new Board member, and 7a, water management structures and types. The motion carried unanimously. INTRODUCE NEW COMMERCIAL BOARD MEMBER Robert Schoonmaker was introduced to the Board as the new commercial member who is affiliated with Huntington Private Client Group in the Pelican Bay Financial Center. APPROVAL OF 2/4/15 MINUTES Mr. Cravens motioned,Mr. Levy seconded to approve the 2/4/15 meeting minutes with items 8C, 8f and 10c noted as additions to the agenda on Page 2; on Page 3, under the 12/3/14 meeting minutes correction, the 8h line down should read "second sentence" rather than "second line'; on Page 4, under Priorities for Remainder of FY 2015, the statement after the Motion should read "and the repair needed to be completed"; additionally on Page 4 under Oakmont Pathway Maintenance, the first sentence should read, "Dr. Trecker gave an update on the issue, indicating that the PBSD Board was awaiting an opinion from County Attorney Jeff Klatzkow"; on Page 5 under Tidal Gauges, on the motion the words "the total"should be inserted before the words "not to exceed"; additionally on Page 5 under New Clam Bay Sampling Sites, the word "seconded"should be placed after Mr. Bachman's name; under Status of USACE Dredging Permit Application, the end of the sentence should read, "the public 2 Pelican Bay Services Division Board Regular Session March 4, 2015 Meeting Minutes notice should be issued this month"; under Field and Administrative Manning Needs in the first line, the words "Water Management"should be replaced with "Safety"; on Page 6 under Landscape and Safety Committee the sentence should read "Dr. Chicurel presented updates on the upcoming bicycle safety workshop and clinic, he discussed the manpower and budget taking place as it relates to landscaping and gave documentation of another slip and fall on the Oakmont Lake path which was placed into the record." A new heading,Brazilian Pepper, was added with the indication that Mr. Cravens touched briefly on the Brazilian Pepper growing in the mangroves adjacent to the boardwalk in Clam Pass, and Mr. Dorrill indicated that it would be addressed. The motion carried unanimously. PUBLIC COMMENT No public comment was received. APPROVAL OF CLAM BAY ANNUAL REPORT In response to a question as to who is establishing the criteria for the monitoring program and how long it will go on, Ms. O'Brien indicated that the biological monitoring will be an ongoing process,with tweaking each year. The Mangrove Restoration Permit has a condition that this work will be performed. Dr. Trecker suggested that future reports should reference the FDEP metric standards for nutrients, which is what they will be graded on in the future. Additionally the outlying data on copper, as well as listing the copper data from the various sites in a tabular fashion should be included. Mr. Cravens motioned,Ms. O'Brien seconded to approve the Clam Bay Annual Monitoring Report, which incorporated two previous reports including the Humiston & Moore tidal data. The motion carried unanimously. OAKMONT LAKE PATHWAY REPAIR Dr. Trecker summarized where the PBSD presently stands on this issue, noting that after County Attorney Jeff Klatzkow submitted his opinion. the Foundation accepted ownership of the pathway and plans to take immediate steps for repair estimates. The PBSD must repair the corresponding eroding embankments. The Foundation had the option of conveying the pathway to the PBSD, but has opted to maintain ownership. The Board discussed concerns including available funds, whether this erosion work was related to water management responsibilities, and whether there were underlying slope substrate issues related to the path. Mr. Dorrill clarified that the work to be done would be within the easement that they are responsible for, and that he is intending to perform work consistent with precedent within the lake bank drainage easement. Any work required that is outside of the PBSD's easement area is going to be the responsibility of the Foundation. This is consistent with the berm restoration and repairs at L'Ambiance. It was agreed that the PBSD could do the preliminary engineering and material quantity determinations and complete their portion, and the Foundation could then come in behind them. 3 Pelican Bay Services Division Board Regular Session March 4,2015 Meeting Minutes Mr. Bachman amended the motion adding that PBSD would be responsible for erosion related to water management, which died for lack of a second. Mr. Cravens motioned,Mr. Streckenbein seconded for the PBSD to fund the repair of the eroded portion of the damaged Oakmont pathway's embankments contingent upon the Pelican Bay Foundation funding repair of the damaged pathway with the engineering and design fees proportioned according to the ratio of embankments and pathways with a total cost to the PBSD not to exceed$50,000. A roll call vote was taken and the motion carried 8-2 (Chicurel, Cravens,Dawson,Iaizzo,Levy, Schoonmaker, Streckenbein, and Trecker voted in favor;Bachman and O'Brien opposed). WATER MANAGEMENT STRUCTURES & PIPES Mr. Bachman asked for clarification on what assessment staff performs on the various structures and piping associated with the water system. Mr. Dorrill assured him that as a matter of routine staff work these checks are done on a monthly basis on PBSD owned assets. ADMINISTRATOR'S REPORT PROJECTED FIELD & ADMINISTRATIVE MANNING NEEDS & INVENTORY OF FOUNDATION PROPERTIES MAINTAINED BY PBSD This process is being done to quantify the thousands of square feet of turf and planter beds of both PBSD and Foundation properties maintained by PBSD. The Board would like to formalize its agreement with the Foundation in the form of a contractual or license agreement spelling out the various responsibilities. Once the process is completed, the general staffing and manpower needs will clarified. STATUS OF TIDAL GAUGES The initial obstacles with the County Purchasing Department have been resolved, and the requested documentation will be provided to them. There are some installation issues that Mr. Dorrill is continuing to work out with Mr. Hall's assistance as quickly as possible. They hope to have at least three of the devices installed by the end of March. STATUS OF CLAM BAY SAMPLING OF FDEP SITES The most recent samples were pulled the previous day and are on their way to the lab. Another set will be collected at the end of March. The copper samples being sent to Benchmark were collected in February. OAK LAKE SANCTUARY REPAIR ACTIVITIES A pre-application meeting was held with South Florida Water Management District for the proposed riprap which has been permitted with one small mitigation area that will have littoral plants installed. Pricing is being obtained by the HOA, and Mr. Dorrill will make sure 4 Pelican Bay Services Division Board Regular Session March 4,2015 Meeting Minutes that the bids received are for riprap of the appropriate size and specifications. An opinion of probable costs estimate of$122,000 has been received from the civil engineer, and the PBSD would be responsible for work done within the drainage easement. Mr. Dorrill will get the modified permit application going, firm up the costs and get back to the Board with them in April. The Board members agreed that allowing riprap in this case was a one time, exceptional circumstance. STATUS OF YIELD SIGNS AT CROSSWALKS This work is being done in conjunction with the County's Department of Transportation who would be ordering the signs, while the PBSD will purchase the hardware needed to install the new signs on the existing decorative posts. Mr. Dorrill will expedite this process with the contractor and the County and advise the Board of the project's status. MONTHLY FINANCIAL REPORT Ms. O'Brien moved, Mr. Levy seconded to accept the monthly financial report as presented. The motion carried unanimously. CHAIRMAN'S REPORT RECOGNITION OF SERVICE OF MIKE LEVY& JOHN IAIZZO Mr. Levy and Mr. Iaizzo were thanked for their many years of service and presented with plaques to mark the occasion. VALEDICTORY Dr. Trecker's term as Chairman expires next month and he offered his appreciation and some thoughts and suggestions on what will be needed in the coming years. COMMITTEE REPORTS CLAM BAY COMMITTEE An update was included in the materials, and Ms. O'Brien highlighted the copper issue, which showed great improvement; the additional $50,000 received from the County for monitoring activities. As a member of the selection committee for the RFP for environmental services, she reviewed the bid responses that were received. WATER MANAGEMENT COMMITTEE Mr. Cravens noted that the educational plan has been revised, and will be presented at different venues in Pelican Bay. The recycled water nutrient levels will be emphasized as it relates to the need to reduce fertilizer usage. The County is considering a new ordinance to reduce the use of recycled water, which should also lower nutrient levels. Chemicals were 5 Pelican Bay Services Division Board Regular Session March 4,2015 Meeting Minutes introduced into the lake behind the Community Center in error, which was a test lake for tilapia use. BUDGET COMMITTEE Mr. Levy indicated that the proposed FY 2016 budget will not be available for the Board until the June meeting, not May as originally estimated. The Board is facing some increased expenditures in community beautification. The Board members were urged to attend the Budget Committee meetings to get a better understanding of how the budget process works. LANDSCAPE & SAFETY COMMITTEE Dr. Chicurel advised that ferns are being removed from the intersection of Oakmont Parkway and Green Tree Drive South which were causing line of sight issues. Additionally staff is replanting at Oakmont Parkway and Pelican Bay Boulevard North where the bromeliads were removed. Phase 3 of the CIP plan will begin with a proposal and concept drawings from landscape architect Ellin Goetz in the near future. The Bike Safety Workshop and Clinic was a success. Commissioner Georgia Hiller was in attendance, and the workshop was videotaped and may be shown on the County's Channel 97. More bicyclists are using the sharrows on Pelican Bay Boulevard. Dr. Chicurel noted that the Landscape and Safety Committee did pass a motion recommending the idea of a cost sharing arrangement. BEACH RENOURISHMENT COMMITTEE The County changed their policy to do an annual beach renourishment survey and a survey is currently in process. Results should be available in a month or two. Following the survey's results, the Board will need to decide how much, if any, beach renourishment should be done on the Pelican Bay beach. Clarification will be obtained from the County Attorney on where the public vs. private beach line is drawn, and sand placement above the mean high water line, to clarify which portions of the beach are eligible for public funding. ADJOURNMENT Mr. Cravens motioned, Mr. Bachman seconded to adjourn the meeting at 3:15 p.m. The motion carried unanimously. Dave Trecker, Chairman Printed on 3/31/2015 at 9:44:12 AM 6 PELICAN BAY SERVICES DIVISION BOARD REGULAR SESSION APRIL 1,2015 The Pelican Bay Services Division Board met on Wednesday,April 1 at 1:00 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida 34018. The following members attended. Pelican Bay Services Division Board Susan O'Brien,Chairman Ken Dawson Joe Chicurel,Vice-Chairman Bodan Hirniak Henry Bachman Robert Schoonmaker Patricia Bush Scott Streckenbein Tom Cravens Dave Trecker Pelican Bay Services Division Staff Neil Dorrill,Administrator Mary McCaughtry,Operations Analyst Marion Bolick,Operations Manager Lisa Jacob,Recording Secretary Also Present Kevin Carter,Dorrill Management Group Tim Durham,Executive Manager for Business Operations,County Manager's Office Tim Hall,Turrell-Hall&Associates George Hermanson,Hole-Montes Ted Raia,Mangrove Action Group REVISED & APPROVED AGENDA 1. Pledge of Allegiance 2. Roll Call 3. Agenda Approval 4. Welcome New Directors 5. Election of new Chair and Vice Chair 6. Approval of 9/3/14 and 10/2/14 Regular Board minutes, and 2/13/15 Landscape and Safety Committee Minutes 7. Audience Comments 8. Administrator's Report a. Discussion of renewal process of Dorrill Management Group's annual contract b. Transfer of funds for additional tree trimming c. Projected field and administrative needs d. Status of Oakmont Lake pathway repair e. Status of tidal gauges f. Status of yield signs at crosswalks g. Status of Oak Lake Sanctuary repair work h. Commons partial drainage easement release request i. Orientation for new directors j. Monthly Financial report k. Solar panels 9. Chairman's Report 10. Committee Reports a. Committee Chair protocol add-on b. Budget Pelican Bay Services Division Board Regular Session April 1,2015 Minutes c. Clam Bay d. Water Management e. Landscape and Safety 11. Old Business 12. New Business 13. Adjournment ROLL CALL All Board members were present and a quorum was established. AGENDA APPROVAL Mr. Cravens motioned,Dr. Chicurel seconded to approve the agenda as amended[add "Discussion of renewal process"to 8a and 10a "Committee Chair protocol"J. The motion carried unanimously. WELCOME NEW DIRECTORS New Board members Mr. Bodan Hirniak and Dr. Patricia Bush were welcomed. ELECTION OF NEW CHAIRMAN AND VICE CHAIRMAN Dr. Trecker nominated Ms. O'Brien to serve as the Chairman of the Board. The nomination was seconded by Mr. Cravens and carried unanimously. Mr. Cravens nominated Dr. Chicurel to serve as Vice Chairman. The nomination was seconded by Di Trecker and carried unanimously. IMr. Cravens moved to close the nominations,Mr.Bachman seconded. APPROVAL OF 9/3/14 REGULAR BOARD MEETING MINUTES Mr. Cravens motioned,Mr. Streckenbein seconded to approve the 9/3/14 minutes as amended. [p. 3 add"four foot"before "bike lanes"and on p. 4 item Nationwide Permit Update, replace last sentence with "The Board continues to be interested in applying for the ten year permit."J The motion carried unanimously. APPROVAL OF 10/2/14 REGULAR BOARD MEETING MINUTES Mr. Cravens motioned,Mr. Bachman seconded to approve the 10/2/14 minutes as amended[p. 3 item Clam Bay Issues, the motion was made by Mr. Cravens, not Mr. Bachman,should indicate a date, and "as indicated"replaced with "as presented"]. The motion carried unanimously. 2 Pelican Bay Services Division Board Regular Session April 1,2015 Minutes APPROVAL OF 2/23/15 LANDSCAPE & SAFETY COMMITTEE MINUTES Mr. Cravens motioned,Mr. Streckenbein seconded to approve the 2/23/15 minutes as amended[p. 2 item Audience Comments should read"vegetation on the other side";p. 3 item Landscape Tour should read, "The consensus of the Committee was to proceed with Ms. Goetz providing a proposal and concept drawing. Mr. Dorrill pointed out that funding was already in place. Mr. Boland explained that six medians on Pelican Bay Boulevard and two medians on Gulf Park Drive near the club were the sites of possible Phase 3 landscaping. The appearance of Pelican Bay Boulevard North entrance at L'Ambiance was discussed, staff was asked to beautify the areas where the tall bromeliads were removed last year in response to line of sight safety concerns.'; item Line-of-Sight Issue at Oakmont Parkway and Green Tree, add "North End"to clarify and should read "The issue of line-of-sight was resolved when the house at the corner was re-landscaped and removed the blocking landscape."J The motion carried unanimously. AUDIENCE COMMENTS Dr. Doyle thanked Mr. Bolick and the Board for their great work in the community. Ms. Diane Lustig (Hyde Park)read a brief statement on the importance of including commercial members on the PBSD Board. Ms. Mollie Moffatt (L'Ambiance)thanked Dr. Chicurel for addressing landscaping safety issues at L'Ambiance and indicated L'Ambiance lake bank erosion is steep and needs to be addressed as soon as possible. ADMINISTRATOR'S REPORT Mr. Dorrill noted that at the request of the County Commission and the County Manager,the meeting was being videotaped for broadcast at a later time. Mr. Tim Durham, the Executive Manager for Business Operations in the County Manager's Office was introduced. RENEWAL OF DORRILL MANAGEMENT GROUP'S ANNUAL CONTRACT Ms. O'Brien suggested that Board members give their input on Mr. Dorrill's performance at the next meeting. Mr. Dorrill explained Dorrill Management Group's relationship in the County's organizational chart. Pelican Bay Services Division is a member of the Executive Office of the County Manager and Dorrill Management is an independent contractor to the BCC, not an employee of the County. At the time of the last renewal of his contract Mr. Dorrill had prepared a scope of services which reduced his hours in anticipation of approval of the Clam Bay Management Plan; however,the approval process was extended until January 2015 and he has 3 Pelican Bay Services Division Board Regular Session April 1,2015 Minutes not been compensated for the additional time. He asked the Board to consider a supplemental invoice for this additional time. The Board agreed to address the additional time spent and compensation and contract renewal at the May meeting. TRANSFER OF FUNDS FOR ADDITIONAL TREE TRIMMING The Landscape and Safety Committee had previously directed staff to address line-of- sight and safety issues in the road right of way and a contractor was hired to trim and prune trees. Staff prepared a budget amendment to transfer funds to pay for this work, as well as to pay for increased costs of temporary labor. The budget amendment was denied at the BCC meeting due to a Commissioner questioning why Pelican Bay MSTBU should be responsible for the bill when this work was done in the public ROW of county maintained roads. The Commission continued the budget amendment item to its next meeting and requested that Mr. Dorrill provide additional information at that time. Mr. Dorrill noted that if the BCC was to decide to give the Division the funds to do this tree trimming and pruning in the ROW, it would create a countywide precedent for all MSTU's; thus, it was unlikely. PROJECTED FIELD AND ADMINISTRATIVE NEEDS For comparison purposes,the Budget Committee directed staff to prepare a job description and list of projects the proposed project manager would be responsible for as well as a summary of Dorrill Management Group's project manager expenses to date and estimated additional costs for the current fiscal year. Mr. Dorrill estimated DMG's project manager expenses would be an additional $20,000 this fiscal year. The new County project manager position being contemplated would cost substantially more. STATUS OF OAKMONT LAKE PATHWAY REPAIR The Board reviewed an estimate of probable costs to repair and replace the Oakmont lake pathway that was prepared by the civil engineer. Staff would need to examine who was responsible for lighting, safety issues, and whether the PBSD historically has paid the electric bill,which would be handled as a separate issue. Bids would be obtained and a work plan developed with the Foundation. It is still anticipated that the work would be completed before the end of the fiscal year. 4 Pelican Bay Services Division Board Regular Session April 1,2015 Minutes STATUS OF TIDAL GAUGES The County Purchasing Department is requiring that the tidal gauges purchase and installation be bid through the RFP process. In the meantime, Turrell-Hall loaned and installed tidal gauges. The tidal gauges and other hardware would be mounted on existing pilings or boardwalk structures except the most northern location for which a new platform would need to be built. Some Board members were concerned about the piling coating containing copper. STATUS OF YIELD SIGNS AT CROSSWALKS Installation of the yield signs is imminent. STATUS OF OAK LAKE SANCTUARY RIP RAP The letter of modification to the water management permit to install riprap is in process, but has not been received. The less expensive bid received by Oak Lake Sanctuary did not meet the permitting requirements; however, the Oak Lake Sanctuary contractor was asked to revise the quote.A quote has also been solicited from a contractor who is on the County's approved list in the event the County does not permit the HOA's preferred contractor to do the work. COMMONS PARTIAL DRAINAGE EASEMENT RELEASE REQUEST This item relates to the work the Foundation is planning for their Commons parking area. A drainage easement was discovered that the Foundation has requested be released. Dr. Trecker and Dr. Ted Raia were concerned about the project's impact to drainage at the Commons. Mr. George Hermanson from Hole-Montes indicated that many of the easements in Pelican Bay changed over the years, and this drainage easement was originally platted,vacated and replaced. The project would not adversely affect drainage at the Commons. Dr. Trecker motioned,Mr. Bachman seconded that the Board defer consideration of releasing this portion of the drainage easement to the Water Management Committee. The motion carried unanimously. ORIENTATION FOR NEW DIRECTORS Mr. Dorrill suggested that new board member orientation be held at over the summer to include a tour of the maintenance site and a brief discussion of the Sunshine laws. MONTHLY FINANCIAL REPORT Dr. Trecker motioned,Mr. Bachman seconded to accept the financial report. The motion carried unanimously. 5 Pelican Bay Services Division Board Regular Session April 1,2015 Minutes NEW SOLAR PANELS ON PELICAN BAY BLVD. Mr. Dorrill acknowledged that solar panels were installed along Pelican Bay Boulevard on the golf course to provide power for aeration in that lake. CHAIRMAN'S REPORT Chairman O'Brien briefly discussed plans for the May 4 meeting, asking that Ms. Goetz's landscaping plans be obtained as soon as possible. Overviews of the committees will be provided for the new members as well as a discussion on the budget. COMMITTEE REPORTS COMMITTEE CHAIR PROTOCOL Mr. Cravens suggested that protocol be set up for the appointment of new chairs and how committees are organized. The Board discussed this, and the by-laws will also be looked at as it relates to this issue. Public comment was taken, and a concern for continuity was expressed. Vice Chairman Chicurel motioned,Mr. Cravens seconded that when a new Board Chairman takes his or her seat, that they review the committee structures and determine the number of standing committees and appoint members to those committees. The motion carried nine to one with Mr. Bachman voting against it. BUDGET COMMITTEE Mr. Bachman reported the Budget Committee was preparing next year's budget and it was possible that the assessment would need to increase substantially. The Committee would make recommendations at the May meeting and to make the County's deadline, a special meeting to approve the budget may need to be scheduled. CLAM BAY COMMITTEE Chairman O'Brien indicated headway is being made on the copper issue in Clam Bay. She was concerned about the FDEP permit modification and a letter sent by the engineer regarding the size of the dredge cut. She reviewed the results of the RFP for Clam Bay monitoring and that Turrell-Hall headed the list. WATER MANAGEMENT COMMITTEE A meeting in April would be scheduled. Mr. Dorrill advised the Board the Division would cost share the removal of exotics at Oak Lake Sanctuary where there is a PBSD drainage easement. 6 Pelican Bay Services Division Board Regular Session April 1,2015 Minutes Mr. Cravens noted the Community Center lake that was stocked with Blue Tilapia last summer is filled with algae and there is no indication there are any fish left in the lake. LANDSCAPE & SAFETY COMMITTEE No meeting was scheduled, but Vice Chairman Chicurel indicated the Committee is awaiting proposed Phase 3 landscaping plans from the landscape architect. OLD BUSINESS None NEW BUSINESS Dr. Trecker indicated that he will no longer be writing for the Pelican Bay Post. Mr. Dorrill noted that the next meeting will be held on May 6, and he asked that Mary be advised of Board vacation plans for planning purposes. ADJOURNMENT Mr. Bachman motioned,Dr. Trecker seconded to adjourn. The motion carried unanimously and the meeting was adjourned at 3:20 p.m. Susan O'Brien, Chairman 5/1/2015 9:48:46 AM 7 Outstanding Minutes as of April 27,2015 Board meetings June 2014 July 2014 March 2015 April 2015 Budget Committee meetings February 16, 2014 December 10, 2014 February 24,2015 March 26, 2015 April 21, 2015 Clam Bay Committee meetings May 22, 2014 May 30, 2014 June 11, 2014 September 2, 2014 November 24, 2014 December 30, 2014 February 24,2015 March 23,2015 April 23, 2015 Landscape and Safety Committee meetings April 11, 2014 April 29, 2014 May 16, 2014 September 2, 2014 Water Management Committee meetings January 28, 2014 February 26, 2014 July 17, 2014 October 16, 2014 January 26, 2015 April 23, 2015 Ad Hoc Priorities Committee meetings January 29, 2015 List may not be 100%accurate; corrections to the list would be appreciated As of January 29, 2015 the number of outstanding minutes was 30. As of April 27, 2015,the number of outstanding minutes was 29. Susan O'Brien April 27, 2015 Memorandum Date:April 20, 2015 To: PBSD Advisory Board From: W. Neil Dorrill, PBSD Administrator Re:Management Contract Renewal During the course of the past year a number of important achievements were completed that are worth highlighting.The following are our top 20 accomplishments for the 2014/15 timeframe for your use as you evaluate the renewal of our management agreement. FY 2014 Spring/Summer • • The successful recruitment,selection and negotiations with Marion Bolick as our new Operations Manager. • The institution of a safety training program. • Successful negotiation of new and larger administrative office space resulting in$7,700.Annual savings in rent. • Successful completion of the North Berm renovations on schedule and under budget involving critical coordination with the Foundation • Completion of the FY 2015 budget with a negotiated increase in fund 111 subsidy to$150,000 • Developed multiple aquatic spraying alternatives to copper sulfate including outside contractor • Resolved E-verify compliance with contracted day labor. FY 2015 Summer/Fall • Established cost sharing criteria and performed 3 flow way/drainage projects at La Ambience and Bay Colony. • Completed ACOE Nationwide permit for Clam Pass. • Negotiated an early start date and pre construction coordination for the milling/resurfacing of Pelican Bay Blvd and crosswalk protection. • Began accelerated meeting minute delivery with an outside contractor • Completed Phase II landscape renovation on schedule and under budget • Completed Clam Bay Management Plan and coordinated final adoption by Board of County Commissioners • Coordinated New Commissioner Briefing re:Clam Bay with Commissioner Taylor. FY 2015 Fall/Winter/Spring • Undertook manpower planning inventory and analysis • Began seasonal law enforcement patrols of residential and commercial areas. • Resolved Yield to Pedestrian signage conflicts with Collier County Transportation • Developed Advisory Board videotaping proposal for County Manager • Coordinated final DEP permit application and transmitted amendment for Clam Bay. • Resolved Oakmont Pathway restoration/cost sharing with The Foundation • Prepared lake bank restoration survey in accordance with SFWMD operational guidelines Finally,as I mentioned at the time the new management contract went into effect July 1, 2014, I provided one month of services at no charge and reduced my monthly hours from 50 to 43 in anticipation of the final Clam Bay Management Plan adoption,scheduled for July 1. Unfortunately,the final adoption of the plan did not occur until January 13,2015 for reasons beyond our control.Attached is a schedule of additional meetings required for final adoption. As a result I am requesting a onetime supplemental fee payment to cover this effort. If you have any questions please don't hesitate to contact me. July 1,2014—January 13, 2015 S months—7 hours @ $145/hr. $5,075 July,2014 No charge Clam Bay Management Plan Administrator's Activity Report July 1, 2014 - January 13, 2015 July 8- Attendance at Men's coffee July 30- Meeting with County Manager and staff for management plan background briefing August 11- Meeting with James Morey, Pelican Bay resident August 25- Conference call with Susan O'Brien; Management Plan Also in August: Revised and transmitted executive summary & budget amendment to County Attorney for Clam Bay NRPA Management Plan Directed September agenda materials/exhibits for Clam Bay with Humiston & Moore Engineers Received response for request from B. Batten (Naples Daily News) for issues concerning Clam Bay Management Plan status September 2- Clam Bay Committee Meeting; Pelican Bay Community Center September 30- Meeting with M. Dabees; DMG office, Reviewed 9/22 Clam Pass and Management Plan aerials for briefing with County Manager October 13- Conference calls with D. Trecker (twice) and Susan O'Brien re: Clam Bay Management Plan and Conservancy's Clam Bay opposition letters October 14- Board of Commissioners Meeting; Harmon Turner Administrative Building October 16- Discussion on channel and beach slope ratio with Foundation consultants E. Olsen and M. Dabees October 24- Responded to information request from FDEP Matt Czahor on compliance monitoring and reporting issues pertaining to water quality and Clam Bay October 28- Clam Bay Committee Meeting, PB Community Center November 6- Clam Bay Committee Meeting, PB Community Center November 14- Special Board Meeting PBSD; Clam Bay Management Plan November 24- Clam Bay Committee Meeting; PB Community Center 1 Clam Bay Management Plan Administrator's Activity Report July 1, 2014 - January 13, 2015 Also in November: Reviewed final executive summary and coordinated with County Manager re: final edits to Clam Bay NRPA Management Plan Coordinated final management plan distribution to TDC Reviewed Clam Pass aerials with M. Dabees Discussed with D. Trecker talking points for letter to Naples City Council re: Clam Bay Scheduled meeting with Commissioner Taylor and coordinated presentation with M. Dabees December 4- Conference call with County Manager, T. Durham re: Commissioner Taylor, Fiala December 8- Meeting with Commissioner Taylor; Harmon Turner Administrative Building December 9- BCC meeting presented executive summary re: Clam Bay NRPA Plan December 30- Clam Bay Meeting; PBSD Administrative Office Also in December: Coordinate and follow up for biological assessment with T. Hall Reviewed with D. Trecker Naples City Council letter re: Clam Bay Plan January 13- BCC meeting and Final Adoption of Clam Bay Management Plan January 22- Clam Bay Committee Management Plan wrap up Also in January: Provided background information to TV and newspaper reporters on Clam Bay 2 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-April 30, 2015 Operating Fund 109-FY 2015 (Unaudited) Assets Current Assets Cash and Investments 1,759,435.26 Interest Receivable - Improvements, Vehicles & Equipment 849,773.84 Due from Property Appraiser - Due from Tax Collector - Total Current Assets $ 2,609,209.10 Total Assets $ 2,609,209.10 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 12,656.73 Accrued Wages Payable - Goods Received/Inventory Recv'd 68,012.33 Total Liabilities $ 80,669.06 Fund Balance Fund Balance-unreserved 924,383.71 Excess Revenues (Expenditures) 1,604,156.33 Total Fund Balance 2,528,540.04 Total Liabilities and Fund Balance $ 2,609,209.10 Personal Safety Equipment 500.00 500.00 750.00 (250.00) Fertilizer and Herbicides 89,400.00 73,800.00 77,463.73 (3,663.73) Other Repairs and Maintenance 1,500.00 900.00 1,034.15 (134.15) Other Operating Supplies and Equipment 2,500.00 2,100.00 3,064.04 (964.04) Total Water Management Field Operating $ 509,700.00 $ 335,395.00 $ 335,609.31 $ (214.31) Right of Way Beautification-Administration Payroll Expense $ 48,700.00 $ 27,400.00 $ 24,536.90 $ 2,863.10 Emergency Repairs and Maintenance 7,400.00 - - - IT Direct and Capital 4,100.00 2,100.00 1,900.00 200.00 Office Automation 9,000.00 4,500.00 4,500.00 - Other Contractural Services 54,500.00 27,300.00 27,707.50 (407.50) Telephone 3,300.00 1,900.00 1,912.05 (12.05) Postage 2,200.00 900.00 - 900.00 Rent Buildings/Equipment/Storage 14,100.00 8,200.00 7,176.88 1,023.12 Insurance-General 400.00 200.00 200.00 - Printing,Binding and Copying 2,600.00 400.00 - 400.00 Clerk's Recording 1,200.00 - - - Legal Advertising 1,200.00 - - - Office Supplies General 2,500.00 1,500.00 405.11 1,094.89 Training and Education(Tuition Reimb.) 1,500.00 1,500.00 2,426.89 (926.89) Total Right of Way Beautification Admin Operating $ 152,700.00 $ 75,900.00 $ 70,765.33 $ 5,134.67 Right of Way Beautification-Field Operations Payroll Expense $ 834,600.00 $ 461,700.00 $ 426,891.93 $ 34,808.07 Emergency Maintenance and Repairs 3,300.00 - - - Recycled Water Use 89,900.00 64,000.00 67,140.68 (3,140.68) Pest Control 2,500.00 - - - Landscape Incidentals 2,500.00 1,000.00 608.26 391.74 Other Contractural Services 29,500.00 20,500.00 17,600.00 2,900.00 Temporary Labor 245,000.00 174,300.00 182,283.24 (7,983.24) Telephone 3,200.00 2,100.00 3,567.44 (1,467.44) Electricity 3,400.00 2,000.00 1,340.44 659.56 Trash and Garbage 15,900.00 8,300.00 7,353.87 946.13 Rent Equipment 2,500.00 2,500.00 6,671.35 (4,171.35) Motor Pool Rental Charge 100.00 100.00 - 100.00 Insurance-General 8,000.00 4,000.00 4,000.00 - Insurance-Auto 10,000.00 5,000.00 5,000.00 - Building Repairs and Maintenance 1,700.00 200.00 66.37 133.63 Fleet Maintenance and Parts 24,400.00 14,200.00 14,330.49 (130.49) Fuel and Lubricants 54,200.00 24,100.00 17,499.62 6,600.38 Licenses,Permits,Training 800.00 100.00 51.38 48.62 Tree Triming 253,000.00 222,600.00 217,250.00 5,350.00 Clothing and Uniforms 9,400.00 2,900.00 2,833.30 66.70 Personal Safety Equipment 3,000.00 2,800.00 2,897.94 (97.94) Fertilizer and Herbicides 62,000.00 27,800.00 24,588.62 3,211.38 Landscape Maintenance 51,500.00 42,500.00 42,527.10 (27.10) Mulch/Landscape Materials 52,000.00 34,700.00 33,911.65 788.35 Pathway Repairs 6,000.00 - - - Sprinkler Maintenance 30,000.00 13,300.00 11,353.78 1,946.22 Painting Supplies 800.00 100.00 - 100.00 Traffic Signs 3,000.00 2,500.00 2,349.00 151.00 Minor Operating Equipment 3,700.00 2,500.00 3,237.52 (737.52) Other Operating Supplies 9,000.00 5,300.00 5,322.18 (22.18) Total Right of Way Beautification-Field Operating $ 1,814,900.00 $ 1,141,100.00 $ 1,100,676.16 $ 40,423.84 Total Operating Expenditures $ 2,703,100.00 $ 1,709,395.00 $ 1,659,518.28 $ 49,876.72 Page 2 of 3 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-April 30,2015 Operating Fund 109-FY 2015 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 767,200.00 $ 767,200.00 $ 767,200.00 $ - Special Assessment-Water Management Admin 805,500.00 757,168.00 757,918.71 750.71 Special Assessment-Right of Way Beautification 1,988,900.00 1,869,564.00 1,872,094.12 2,530.12 Plan Review Fees - - - - Miscellaneous(Surplus Sales,Ins.Refunds) - - 5,024.06 5,024.06 Revenue Reserve(est.5%) (139,900.04 - - - Interest 4,000.00 2,333.33 4,047.56 1,714.23 Total Operating Revenues $ 3,425,700.00 $ 3,396,265.33 $ 3,406,284.45 $ 10,019.12 Operating Expenditures: Water Management Administration Payroll Expense $ 47,200.00 $ 26,500.00 $ 23,807.76 $ 2,692.24 Emergency Maintenace and Repairs 8,800.00 - - - IT Direct Capital 300.00 150.00 150.00 - IT Office Automation/Billing Hr. 4,700.00 2,350.00 2,250.00 100.00 Indirect Cost Reimbursement 76,800.00 76,800.00 76,800.00 - Inter Payment/Mnt.Site Ins. Assessment 15,900.00 11,900.00 11,925.00 (25.00) Other Contractural Services 47,000.00 27,400.00 26,445.50 954.50 Telephone 3,300.00 1,900.00 1,597.02 302.98 Postage and Freight 1,300.00 100.00 - 100.00 Rent Buildings and Equipment 12,200.00 7,100.00 6,643.93 456.07 Insurance-General 1,400.00 700.00 700.00 - Printing,Binding and Copying 1,800.00 - - - Clerk's Recording Fees 1,000.00 - - - Legal Advertising 1,000.00 - - - Other Office and Operating Supplies 2,000.00 1,200.00 555.63 644.37 Training and Education(Tuition Reimb.) 1,100.00 900.00 1,592.64 (692.64) Total Water Management Admin Operating $ 225,800.00 $ 157,000.00 $ 152,467.48 $ 4,532.52 Water Management Field Operations Payroll Expense $ 143,100.00 $ 80,500.00 $ 71,121.04 $ 9,378.96 Engineering Fees 85,000.00 63,800.00 63,997.80 (197.80) Flood Control Berm and Swale Mntc. 18,000.00 10,500.00 11,855.00 (1,355.00) Landscape Materials/Replanting Program 8,500.00 1,100.00 - 1,100.00 Flood Control Water Quality Testing Supplies 1,500.00 500.00 354.74 145.26 Interdepartmental Payment(Water Quality Lab) 20,200.00 8,400.00 7,139.10 1,260.90 Plan Review Charges 1,500.00 - - - Other Contractural Services 1,000.00 1,000.00 5,140.00 (4,140.00) Temporary Labor 59,800.00 53,000.00 59,281.36 (6,281.36) Cell Phones 500.00 300.00 206.66 93.34 Trash and Garbage 5,300.00 3,000.00 3,041.00 (41.00) Motor Pool Rental Charge 200.00 200.00 112.70 87.30 Insurance-General 2,300.00 1,150.00 1,150.00 - Insurance-Auto 900.00 450.00 450.00 - Building Repairs&Mntc. 1,700.00 595.00 444.81 150.19 Fleet Maintenance and Parts 10,400.00 5,200.00 3,006.95 2,193.05 Fuel and Lubricants 2,800.00 1,400.00 1,181.48 218.52 Tree Triming 52,000.00 26,000.00 23,712.00 2,288.00 Clothing and Uniforms 1,100.00 1,000.00 1,102.75 (102.75) Page 1 of 3 Capital Expenditures: Water Management Field Operations Other Machinery and Equipment $ 23,600.00 $ 23,600.00 $ 23,277.14 $ 322.86 General - $ - - - Total Water Management Field Operations Capital $ 23,600.00 $ 23,600.00 $ 23,277.14 $ 322.86 Right of Way Beautification-Field Autos and Trucks $ - $ - $ - $ - Other Machinery and Equipment 45,800.00 45,800.00 44,954.87 845.13 Total Right of Way Beautification-Field Capital $ 45,800.00 $ 45,800.00 $ 44,954.87 $ 845.13 Total Capital Expenditures $ 69,400.00 $ 69,400.00 $ 68,232.01 $ 1,167.99 Total Operating Expenditures $ 2,772,500.00 $ 1,778,795.00 $ 1,727,750.29 $ 51,044.71 Non-Operating Expenditures: Transfer to Fund 322 $ 77,300.00 $ 57,975.00 $ 57,975.00 $ - Tax Collector Fees 83,900.00 54,533.00 52,598.89 1,934.11 Property Appraiser Fees 53,800.00 45,728.00 44,975.32 752.68 Reserves(2 1/2 months for Operations) * 322,900.00 200,000.00 200,000.00 - Reserves for Equipment 136,800.00 - - - Reserved for Attrition (21,500.00) - - - Total Non-Operating Expenditures $ 653,200.00 $ 358,236.00 $ 355,549.21 $ 2,686.79 Total Expenditures $ 3,425,700.00 $ 2,137,031.00 $ 2,083,299.50 $ 53,731.50 Net Profit/(Loss) $ - $ 1,259,234.33 $ 1,322,984.95 $ 63,750.62 *$200,000 transferred to 182901 Labor&Tree Trim Page 3 of 3 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-April 30,2015 Street Lighting Fund 778-FY 2015 (Unaudited) Assets Current Assets Cash and Investments $ 1,114,256.16 Interest Receivable - Improvements, Vehicles & Equipment 34,856.53 Due from Tax Collector - Total Current Assets $ 1,149,112.69 Total Assets $ 1,149,112.69 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 11.50 Goods Received/Inventory Recv'd 64.10 Accrued Wages Payable - Total Liabilities $ 75.60 Fund Balance Fund Balance- unreserved 796,382.04 Excess Revenue(Expenditures) 352,655.05 Total Fund Balance 1,149,037.09 Total Liabilities and Fund Balance $ 1,149,112.69 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-April 30,2015 Street Lighting Fund 778-FY 2015 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 804,700.00 $ 804,700.00 $ 804,700.00 $ - Curent Ad Valorem Tax 462,800.00 435,032.00 435,753.96 $ 721.96 Transfer from Tax Collector - - 11.20 $ 11.20 Revenue Reserve (est. 5%) $ (23,300.00) - - $ - Interest 2,500.00 1,458.33 2,567.63 $ 1,109.30 Total Operating Revenues 1,246,700.00 1,241,190.33 1,243,032.79 1,842.46 Operating Expenditures: Street Lighting Administration Payroll Expense $ 47,800.00 $ 26,800.00 $ 24,057.51 $ 2,742.49 Indirect Cost Reimbursement 6,400.00 $ 6,080.00 5,950.00 $ 130.00 Other Contractural Services 34,700.00 $ 20,200.00 17,394.50 $ 2,805.50 ephone 3,600.00 $ 2,100.00 1,167.26 $ 932.74 Postage and Freight 2,000.00 $ 200.00 - $ 200.00 Rent Buildings/Equipment/Storage 11,800.00 $ 7,900.00 6,972.42 $ 927.58 Insurance-General 400.00 $ 200.00 200.00 $ - Office Supplies General 800.00 $ 500.00 214.64 $ 285.36 Tuition Reimbursement - $ - 857.34 $ (857.34) Other Office and Operating Supplies 1,000.00 $ 600.00 - $ 600.00 Total Street Lighting Admin Operating 108,500.00 64,580.00 56,813.67 7,766.33 Street Lighting Field Operations Payroll Expense 68,100.00 38,300.00 33,600.86 4,699.14 Emergency Maintenance & Repairs 9,600.00 - - - Other Contractual Services 800.00 100.00 - 100.00 Cellular Telephone 500.00 300.00 217.20 82.80 Electricity 35,000.00 20,400.00 17,641.49 2,758.51 Insurance -General 800.00 400.00 400.00 - Insurance -Auto 900.00 450.00 450.00 - Building Maintenace & Repairs 1,700.00 170.00 88.00 82.00 Fleet Maintenance and Parts 2,400.00 1,200.00 1,254.75 (54.75) Fuel and Lubricants 1,000.00 500.00 286.36 213.64 Other Equipment Repairs/Supplies 200.00 - - - -sonal Safety Equipment 500.00 500.00 750.00 (250.00) Electrical Contractors 7,300.00 600.00 (17,760.00) 18,360.00 Page 1 of 2 it Bulb Ballast 13,100.00 10,900.00 16,091.80 * (5,191.80) Total Street Lighting Field Operating 141,900.00 73,820.00 53,020.46 20,799.54 Total Street Lighting Expenditures 250,400.00 138,400.00 109,834.13 28,565.87 *$11K to replace all entrance sign lights Capital Expenditures: Street Lighting Field Operations Other Machinery/Equipment - - - - General Improvements 15,000.00 1,300.00 1,010.31 289.69 Total Capital Expenditures 15,000.00 1,300.00 1,010.31 289.69 Total Operating Expenditures 265,400.00 139,700.00 110,844.44 28,855.56 Non-Operating Expenditures: Tax Collector Fees 14,000.00 10,500.00 8,757.92 1,742.08 Property Appraiser Fees 8,900.00 - - - Reserve for Future Construction 715,600.00 - - - Reserves (2 1/2 mos.for Operations) 56,900.00 - - - Reserves for Equipment 185,900.00 - - - '-'tal Non-Operating Expenditures 981,300.00 10,500.00 8,757.92 1,742.08 Total Expenditures 1,246,700.00 150,200.00 119,602.36 30,597.64 Net Profit/(Loss) - 1,090,990.33 1,123,430.43 32,440.10 Page 2 of 2 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-April 30, 2015 Clam Bay Fund 320-FY 2015 (Unaudited) Assets Current Assets Cash and Investments $ 150,293.73 Interest Receivable - Improvements,Vehicles & Equipment 257,697.74 Due from Tax Collector - Total Current Assets 407,991.47 Total Assets $ 407,991.47 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ - Goods Received/Inventory Recv'd 5,009.50 Accrued Wages Payable - Total Liabilities 5,009.50 Fund Balance Fund Balance-unreserved 59,645.27 Excess Revenues (Expenditures) 343,336.70 Total Fund Balance 402,981.97 Total Liabilities and Fund Balance $ 407,991.47 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-April 30, 2015 Clam Bay Fund 320- FY 2015 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carry Forward $ 46,134.00 $ 46,134.00 $ 46,134.00 $ - Special Assessment 118,600.00 111,500.00 111,736.96 236.96 Transfer from Tax Collector - - - - Fund 111 50,000.00 50,000.00 50,000.00 - Revenue Reserve (est. 5%) (6,000.00) - - - Interest 500.00 300.00 322.33 22.33 Total Operating Revenues $ 209,234.00 $ 207,934.00 $ 208,193.29 $ 259.29 Operating Expenditures: Clam Bay Restoration Engineering Fees $ 67,393.35 $ 43,805.68 $ 41,879.07 $ 1,926.61 Other Contractural Services 25,822.27 $ 6,455.57 5,405.00 1,050.57 T.ee Trimming 59,864.00 29,900.00 23,712.00 6,188.00 .ier Equipment Repairs 1,077.77 - - - Aerial Photography 17,288.60 - - - Minor Operating 6,788.01 - - - Other Operating Supplies 2,000.00 - - - Total Clam Bay Restoration $ 180,234.00 80,161.25 $ 70,996.07 $ 9,165.18 Clam Bay Ecosystem Engineering Fees $ - - $ - $ - Licenses and Permits - - - - Other Contractual Services - - - - Total Clam Bay Ecosystem $ - $ - $ - $ - Capital Expenditures: Clam Bay Restoration Other Machinery and Equipment $ 11,000.00 $ 2,200.00 $ 1,265.50 $ 934.50 Total Capital Expenditures $ 11,000.00 $ - $ - $ - Total Clam Bay Operating Expenditures $ 191,234.00 $ 80,161.25 $ 70,996.07 $ 9,165.18 Page 1 of 2 i-Operating Expenditures: Tax Collector Fees $ 3,600.00 $ 2,520.00 $ 2,234.68 $ 285.32 Property Appraiser Fees 2,700.00 1,782.00 1,779.28 2.72 Reserves for Operations 11,700.00 - - - Total Non-Operating Expenditures $ 18,000.00 $ 4,302.00 $ 4,013.96 $ 288.04 Total Expenditures $ 209,234.00 $ 84,463.25 $ 75,010.03 $ 9,453.22 Net Profit/(Loss) $ - $ 123,470.76 $ 133,183.26 $ 9,712.51 Page 2 of 2 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-April 30, 2015 Capital Projects Fund 322-FY 2015 (Unaudited) Assets Current Assets Cash and Investments $ 1,589,262.59 Interest Receivable - Improvements,Vehicles & Equipment 2,079,476.47 Due from Tax Collector - Total Current Assets 3,668,739.06 Total Assets $ 3,668,739.06 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ - Goods Received Inv. Received 23,791.00 Total Liabilities 23,791.00 Fund Balance Fund Balance-unreserved 1,366,750.65 Excess Revenues(Expenditures) 2,278,197.41 Total Fund Balance 3,644,948.06 Total Liabilities and Fund Balance $ 3,668,739.06 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-April 30, 2015 Capital Projects Fund 322-FY 2015 (Unaudited) Annual Amended YTD YTD Budget Budget Actual Variance Operating Revenues: Carry Forward $ 1,765,397.62 $ 1,765,397.62 $ 1,765,397.62 $ - Transfer from Fund 109 General 77,300.00 57,975.00 57,975.00 - Miscellaneous(PBF N Berm Paving Cost) - - 82,631.43 82,631.43 Special Assessment 336,400.00 315,375.00 315,828.75 453.75 Transfer from Tax Collector - - - - Interest 10,800.00 6,300.00 5,251.44 (1,048.56) Total Operating Revenues $ 2,189,897.62 $ 2,145,047.62 $2,227,084.24 $ 82,036.62 Operating Expenditures: Irrigation &Landscaping Hardscape Project(50066) Engineering Fees $ 72,630.82 $ - $ - $ - 'ler Contractural Services 887,098.62 * 79,838.88 74,411.62 5,427.26 Rent Equipment 635.50 - - Sprinkler System Repairs 3,650.52 - - - Landscape Materials 15,165.00 15,165.00 17,858.25 (2,693.25) Permits - - - - Signs&Posts(Share the Road) - - - - Electrical - - - Other Operating Supplies 3,489.25 - - - Traffic Sign Restoration Project(50103) Traffic Signs 58,260.00 29,130.00 23,791.00 5,339.00 Lake Aeration(50108) Improvements 138,175.77 * - - - North Berm Restoration (50107) Other Contractural Services 565,850.91 * 543,216.87 540,450.78 2,766.09 Beach Renourishment(50126) Other Contractural Services 200,000.00 - - - Lake Bank Project(51026) Swale &Slope Maintenance 69,048.24 6,904.82 5,188.15 1,716.67 Engineering Fees 500.00 - - - Landscape Materials 3,308.20 - - - Other Contractural Services 142,684.79 - - - tal Irrigation &Landscaping Expenditures $ 2,160,497.62 $ 674,255.57 $ 661,699.80 $ 12,555.77 Page 1 of 2 -00,000 to N Berm Project FY 2104 .?58,600 to Lake Aeration FY 2015 Non-Operating Expenditures: Tax Collector Fees $ 8,000.00 $ 8,000.00 $ 6,316.39 $ 1,683.61 Property Appraiser Fees 4,000.00 4,000.00 5,045.36 (1,045.36) Reserve for Contingencies - - Revenue Reserve 17,400.00 - - Total Non-Operating Expenditures: $ 29,400.00 $ 12,000.00 $ 11,361.75 $ 638.25 Total Expenditures $ 2,189,897.62 $ 686,255.57 $ 673,061.55 $ 13,194.02 Net Profit/(Loss) $ - $ 1,458,792.05 $1,554,022.69 $ 95,230.64 Page 2 of 2 Exhibit I: Scope of Work, Specifications and Response Format As requested by the Pelican Bay Services Division (hereinafter, the"Division or Department"), the Collier County Board of County Commissioners Purchasing Department has issued this Request for Proposal (hereinafter, "RFP")with the intent of obtaining proposals from interested and qualified firms for management services, in accordance with the terms, conditions and specifications stated below. The Consultant(or Administrator), at a minimum, must achieve the requirements of the Scope of Work stated. The results of this solicitation may be used by other County departments once awarded according to the Board of County Commissioners Purchasing Policy. Brief Description of Purchase The successful firm will be responsible for the oversight and the day-to-day management services for the Pelican Bay Services Division. Historically,the past contract spend has been approximately $315,000 (July 1, 2009— 12/31/2013). Background The Community of Pelican Bay has been designated a dependent Municipal Services Taxing and Benefit Unit(MSTBU) district within Collier County and oversees the operations of the Pelican Bay Services Division (PBSD) as per Collier County Ordinance#2002-27 ("Ordinance"),Attachment"A." The Community thus receives all services directly from Collier County and all special, non-County services and benefits from the Pelican Bay Services Division (PBSD). Pelican Bay property owners (both residential and commercial)tax and assess themselves each year to pay for the special PBSD services and amenities. These PBSD funds are collected by the County but are administered by the Administrator of the Pelican Bay Services Division. Inasmuch as all funds administered by the Administrator are derived from Pelican Bay property owners, and all services, programs and projects are done to benefit these same property owners, it is the Administrator's primary job to manage these funds and the PBSD activities for the benefit of the Pelican Bay Community. The PBSD Board acts for the Board of County Commissioners in the day to day operational direction of the Administrator of the PBSD as per Section 13, Items D and E of the Ordinance. Detailed Scope of Work The Contractor shall be legally considered an independent contractor, and neither the Contractor nor their employees shall, under any circumstances, be considered employees or agents of the County nor PBSD, and that the County and PBSD shall be at no time legally responsible for any negligence on the part of said Contractor,their employees or agents, resulting in either bodily or personal injury or property damage to any individual,firm, or corporation. The Contractor's personnel and management to be utilized for this project shall be knowledgeable in their areas of expertise. The County and Pelican Bay Services Division Board reserves the right to 14-6230 Management Services for Pelican Bay Services Division RFP Non_CCNATemplate_01012014 • 4 • perform investigations as may be deemed necessary to insure that competent persons will be utilized in the performance of the contract. Selected firm shall assign as many people as necessary to complete the services on a timely basis, and each person assigned shall be available for an amount of time adequate to meet the required service dates. The firm shall not change key personnel unless the following conditions are met: 1. Proposed replacements have substantially the same or better qualifications and/or experience. 2. The County is notified in writing as far in advance as possible. Firm shall make commercially reasonable efforts to notify Collier County within seven (7) days of the change. The PBSD retains final approval of proposed replacement personnel. The Consultant will identify an Administrator,whose duties and responsibilities include the following: 1. It will be the Administrator's main responsibility to implement the policies of the PBSD, as directed by the Pelican Bay Services Division Board. 2. The Administrator shall prepare the necessary organizational structure and interview and recommend personnel to be hired and employed by the County for the PBSD. The Administrator shall supervise the personnel employed by the PBSD in accordance with all Federal, State and County laws, rules and regulations where applicable. The Administrator shall request approval of the PBSD Board for any significant changes in size or makeup of the organization. Currently,the Administrator has the following people reporting: one (1) Superintendent; one (1) Operations Analyst, one(1)Administrative Assistant and sixteen (16) field employees. 3. It will be the Administrator's job to coordinate activities of the PBSD as assigned in an effective, efficient and professional manner. The job requires an individual who has an ability to conceive, obtain approval for and implement programs or projects desired by the Pelican Bay Community as identified by the PBSD Board. 4. The Administrator shall be expected and prepared to make recommendations, on a regular basis,for programs to improve the Pelican Bay community. 5. The Administrator may be asked by the PBSD Board to participate in certain meetings, discussions, project site visits, workshops and hearings,which pertain to the administration of the services being provided and report results to the Board. 6. The Administrator shall work with the Chairperson of the PBSD Board in the preparation of the Board's Agenda for the monthly Board Meeting and will participate in this monthly meeting. The Administrator will provide background information to support the agenda of the meetings according to PBSD protocols. The Administrator may also work with Committee Chairs in the preparation of agendas and participate in the Committee Meetings of the Budget Committee and all committees established by the PBSD Board. PBSD committees which currently have regular meetings (approximately two (2) hours per meeting): • Water Management and Landscape—Monthly • Clam Bay-Monthly • Budget—Monthly January through May 7. The Administrator may be called on to provide assistance to any or all other committees that are currently and may be created by PBSD Board. 14-6230 Management Services for Pelican Bay Services Division RFP_Non_CCNATemplate_01012014 5 • 8. The Administrator shall prepare and administer the PBSD budget in accordance with all state and county laws and regulations. The Administrator shall assist and cooperate with the Budget Committee in the preparation of the PBSD's Annual Budget in accordance with County rules and regulations where applicable. 9. The Administrator will have an understanding of Florida County government operations, good management principles and skills, as well as some knowledge in personnel relations, public relations, accounting and computer software operations. 10. The Administrator's performance may be critiqued by any PBSD Board Member at a regular monthly Board Meeting in regards to performance and responsibilities. Board members may also meet privately with the Administrator to discuss the Administrator's performance. 11.The Administrator will respond to any requests for information or data from the County Manager's Office. 12.The Administrator shall devote such time as necessary to complete the duties and responsibilities assigned according to the scope of work of this RFP. The Administrator shall report in detail on a monthly basis the time spent during that period in the performance of these duties to the PBSD Board. The PBSD currently provides on-site space for the Administrator in Pelican Bay, but is not contractually required to do so. 13.At the Board's direction,the Administrator will: • Provide regular updates/reports on projects, community events, etc. • Respond to PBSD Board member inquiries in a timely manner as established in the PBSD protocols. Term of Contract The contract term, if an award(s) is/are made is intended to be for one (1) year with three (3) additional one (1) year renewal options. Prior to the execution of the extension offer, PBSD intends to provide annual feedback to the service provider. The contractor will be expected to execute the County's standard contract document. Any modifications to that document shall be made solely at the discretion of the County. Prices and fees shall remain firm for the initial term of this contract. Requests for consideration of a price / fee adjustment must be made on the contract anniversary date, in writing, to the Purchasing Director. Price adjustments are dependent upon the consumer price index (CPI) over the previous twelve (12) months, budget availability and program manager approval. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. Projected Solicitation Timetable The following projected timetable should be used as a working guide for planning purposes only. The County reserves the right to adjust this timetable as required during the course of the RFP process. 14-6230 Management Services for Pelican Bay Services Division RFP_Non_CCNATemplate_01012014 6 PBSD Committees as of April 30, 2015 Budget Henry Bachman, Chair Susan O'Brien Scott Streckenbein Clam Bay Susan O'Brien, Chair Joe Chicurel Tom Cravens Ken Dawson Landscape and Safety Joe Chicurel, Chair Tom Cravens Ken Dawson Scott Streckenbein Water Management Tom Cravens, Chair Henry Bachman Joe Chicurel Ken Dawson Scott Streckenbein Beach Renourishment (ad hoc) Dave Trecker, Chair Tom Cravens Susan O'Brien Clam Bay Update Clam Bay Copper. There are no March copper results from Benchmark Lab. The glitches have been resolved so there will be monthly reports,beginning with the April results. USACE permit application. About six public comments,most of which relate to sand placement on beaches during a dredging event and water quality and tidal flow in the southern end of Clam Bay,were received. Tim Hall will clarify in writing to USACE that the Clam Bay Management Plan is an integral part of the permit application. FDEP modification of 2012 dredging permit. Humiston&Moore clarified in writing(Letter attached.)to FDEP that the dredge cut in Section A is 50 feet as shown in the dredging plans approved by the PBSD on December 3,2014 and submitted with the permit modification request. Humiston and Moore will provide a draft document to PBSD and the PBF to show that the silt content of sand placed on the beaches during a dredging event will not exceed 5%. This way forward on the silt content of the sand was reached at a meeting on April 23 attended by Mohamed Dabees,Linda Roth,Susan O'Brien,Neil Dorrill,Mary Johnson,and Jim Hoppensteadt. FDEP modification of hand-dug channel permit. Authorization to change the water quality sampling sites and parameters to those included in the Clam Bay NRPA Management Plan has been received. Thanks to Tim for getting this done. Tidal gauges. Four Campbell Scientific Dataloggers and related equipment have been ordered at a cost of about$17,000. Tim Hall will get them installed,and Tim and Mohamed Dabees will get the software working at a cost of about$10,000. Total cost is under the$30,000 that the Board authorized at its January 2015 meeting. Clam Bay monitoring. In November 2014 PBSD staff executed a work order to allow Tim Hall to perform Clam Bay monitoring work through 2015. Tim's contract expired on April 25, 2015. Proposals from the five vendors selected in the recent RFP process for Clam Bay monitoring work will be sought later this year for the Clam Bay monitoring work in 2016, Adding oysters to Clam Bay and kayak safety in Clam Bay. Tim and Neil Dorrill will provide information on these topics at the next committee meeting. Berm water quality samples. The Clam Bay Committee is recommending that water quality samples be collected from the six berm sites monthly from June through October and that the following parameters be tested: nitrates,nitrites,total kjeidal, orthophosphorus,total phosphorus,total suspended solids,BODS,turbidity, conductivity,dissolved oxygen,and ph. These sites and parameters are consistent with the water management permit documents that Henry Bachman requested. Bathymetric survey. The annual bathymetric survey of Clam Pass and the periodic bathymetric survey of the interconnecting waterway south of Clam Pass to the County Park bridge were completed in April. Special thanks to Mohamed for getting these surveys completed at a very good price.Results of these surveys will be shared when they are available. Susan O'Brien April 30, 2015 HUMISTUN & til( xntt✓ ENGINEERS L 5679 STRAND COURT , �-: .0'taLta'J:�. NAPLES FLORIDA 34110 t 1 t l,!' ��'N FAX 2395942025 Ltl� 1'1,':11 ;1%7. PHONE 239 594 2021 April 16,2015 Sent via E-Mail Kristina May DEP Beaches,Inlets and i'orts 2600 Blair Stone._MS 3544 Tallahassee,FL 32399 Re: Questions relating to Clam Pass DEP Permit 0296087-001-JC HM File No.9-068,Clam Pass Maintenance Dredging Dear Kristina. The purpose of this letter is to address the questions raised by Linda Roth in her email to Chiu Cheng of your office for the above reference project. There are two items in her email which i am addressing herein. The first relates to the width of the dredge template and the second relates to the QA/QC plan. Drcdec Width: The purpose of the cover letter was to characterize the changes in the plans from the previously approved plans.Details are referred to in the permit drawings which were included with the request. The proposed permit drawings show that the dredge template for the requested modification is within the original dredge template. The proposed permit drawing details show varying cross-sections through the dredging template including that the bottom width of the dredge cut is modified to 50 feet in in the inlet channel(section A)and not to exceed 100 feet in interior bay areas between mangrove shorelines(sections B and C). OA/0C Plan: We are not proposing any changes to the existing approved QA/QC program at this time. Should you require any additional information in order to process this request. please advise. Thank you for your assistance with this request. Sincerely yours, HUMISTON&MOORE ENGINEERS Brett D. Moore,P.E. Copy to: Neil Dorrili,Administrator,Pelican Bay Services Division Tim Hall.THA F:\H&M-09-000\9068a-ClamPass\2014-Dredge\Permit Modification\CtamPass-DEP-Kristna.docx LANDSCAPE & SAFETY COMMITTEE BACKGROUND The L&S Committee was created in 2014 as the Safety Committee by Chairman Tom Cravens. As incidents (accidents), concerns and solutions to solve safety issues arose, it was evident that vegetation overgrowth into pathways and roads and a lack of timely pruning and maintaining our land- scape was part of the cause. Chairman Trecker combined Landscape with Safety and now we have the Landscape & Safety Committee. Reports of serious injuries sustained by residents while walking on our pathways ignited the issue of bicycling on our narrow paths (sidewalks). Our paths and roads are County owned and are public. We, Pelican Bay, therefore can only do so much to change or alter their use. County side- walks allow cyclists to use them. The Safety Committee passed a motion to ask the full PBSD Board to approve the striping of Pelican Bay Blvd. and Gulf Park Dr. for bike lanes in an attempt to reduce the number of cyclists using the pathways. After much Committee debate, resident input, and a Sept. 3, 2014 Board meeting (attended by a packed room of concerned residents) a motion to recommend a bike lane facility called a "sharrow" to the County (not a designated 4 foot striped bike lane) was passed and implemented when the County resurfaced Pelican Bay Blvd. in Oct. and Nov. of 2014. A vigorous community education program was developed to help explain and educate our residents, guests and renters as to the Florida Law and rules concerning cycling on sidewalks and on the road; and especially on roads marked with "sharrow" road makings. All Foundation media outlets were made available to the PBSD and utilized; as well as their IT and mar- keting departments. The program culminated with a Bicycle Safety Workshop and Clinic in Feb. 2015. All these efforts will be repeated next year. The Committee asked staff and new Operations Mgr., Marion Bolick, to trim the neglected overgrowth of landscaping that exacerbated the confrontation of walkers and cyclists by narrowing the already narrow paths in Pelican Bay. LANDSCAPE & SAFETY COMMITTEE BACKGROUND We discovered that our operations staff was so under manned that the lack of timely pruning and trimming was the result. The Commit- tee asked staff to do an audit of their manpower needs so that the PBSD could determine what staffing levels are needed to properly maintain, prune and trim our landscape for the safety of the residents and the beauty they expect of Pelican Bay's landscape. Discussion and debate in the Budget Committee relative to our staff's findings and request for more manpower and equipment are now taking place. It is evident that safety and landscaping do go hand in hand. As far as the beauty part of landscaping, we are now entering the third phase of the CIP Plan. Phase One re-landscaped the southern end of Pelican Bay Blvd. and Phase Two the northern end. The CIP Plan was de- veloped several years ago by a joint PBF and PBSD effort. The Landscape & Safety Committee is waiting for the landscape architect to submit a pro- posal and concept drawings. On the safety front, we are now having installed "Yield to Pedestrian" signs at all crosswalks to replace the "Stop for Pedestrian" signs. Mr. Dorrill has exercised our statutory ability to pay for extra police pres- ence and patrols last year during the burglary outbreak and this year dur- ing our winter season. Sgt. Jake Walker of The Collier County Sheriff's Of- fice attends meetings when appropriate but is always welcome anytime. The Committee was also instrumental in bringing to light the need to re- place and repair the Oakmont Lake Path. Several residents have been seriously injured after falling on the neglected pathway. The Foundation, the owner of the path, is undertaking the repair and/or replacement while we fulfill our water management responsibilities with any lake bank repairs. Submitted by: Joe Chicurel, Landscape & Safety Committee Chairman ii *+, .fir,, x . '„,,, iit4r.g: : 1 ,S -71.',.% % as far • 1 Hammock Oak Dr. adjacent to L'Ambiance 7 r f r :., #:, , .-: - iiiii , ., ...,. _ . , ,..... ., . , ,. . „,, , . :: . 7 .. ,. . . . , , ?r• Y1 . . ., v, • „.-.,,.. ,..„.„...,.,,,..,.. r. .. .: .,..,..„.......„,.. ,,, . ,......... ... .. „.... , . .... ” , .. p p ': Hammock Oak Dr. (northbound) 1 ryiw . 2it. Y: s � ;. , y^ . ;ii a a r;1*-10%.'";`• .• KG ;�} i 4 l' ' be r 44 ' r ;ill ;el' S 4 r~Q<f l Pelican Bay Blvd. (southbound) adjacent to L'Ambiance t # `•; 'j r , y il.„1 , rte, ' ,--,...4.--e-4.4.1 fi- Gulf Park Dr. (eastbound) �t • . 1 d 11 i' Z x by • 1 . ..`- i f ! � r • 1: r :- • L _ ti .:."4wbSW" a r-- 1 [., C 0( ..'� !.tiq ` V t^;'v,y .'t i..t-.tom♦ f } F t ; iy, p ' i I, e.yL . i1J 1;l 4 'c ,w!' ! i er f �` ' , 4 tit•r ' •7`�-�" ♦ . ' 4 ••--viii.- • - • •74. - - -, . • tJ ':'GI1 iY•'1 �' s I ' s, its,' • .+ ra Y +4iIf*. f r f, t y 4a t Vegetation Overgrowth - Narrowing Path Width 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. WelisFargo 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 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 k MO - - `/01--4 CO W W W W W W UJ CO W W W W N N N N N N N N N N N N N 1-% I•-% I-% I-% N I-% H' F-•' I-% CD/) z r LO 00 V 01 U•1 .A W N F� I� F-% F% I-4 l0 00 V 01 U1 •P W N I.4 l0 00 V 01 V7 A W N I- D N 1-, O W N I-% O m n V) V) < -I --I -IS VII- r- < ---1 VIC) NgnznG) r- 0303cnzzn -i -i < < < Cu :-r :-� Cu 74. S S S _ r N 0) d• = OJ ri. S .< m m Cu — Q 9, a) a) o) * * m Cl - O• < 1 (D fD (D CD (D - > '^ r m n S y rt O- 0 0 CDD 0q 0t1 m '>3 "O .0 5• 5 (n rr _ C M f7 f7 (7 O = m W n rr < rr m (D -z CD CD O m (D r+ rr (D (D CD O n n v Q =• aoo C d Gl n) CD N < * O- of of O d I- co y i v) r) n C C C N C y () a) O- to 0 -0 () O H O 7 0'a ((D O O O O N F-4 W m m O a) rmr m of CL CL = m m Q z ati at) 1- O -I o 0 7 Ott D p 7 3 O Cu = C Q CO m c X r+ a) O p 00 lD H m I n v v y m K a) S c 7 m cr n C w IS D O O O O O F1 I-L I-N O N F1 N O 1--k O O 1" I" A W N 1--I N I-A O O O O W O O A 0 0 :IN Ol W N . N O 01 01 01 U7 O Co N t0 A W O W •P t0 00 F- O in I- W 10 l0 :IN N 01 :IN .A (T'I •P I-A N Co O1 NJ V 01 U1 •P V .P V1 0 I-% I-% 01 Cl 0 t0 U I t0 NJ 01 01 01 I-% 00 U1 t0 U'1 t0 A LD1 r1-1 m r_ C7 r- > Z z ✓ CO ill -IN 030i O (J 0 V 01 to V 00 •P V U'l CO OV l0 0 N U1 W VI V1 01 ? V I-I N CO N 03 2 N I- 01 V VO FA N 00 N pj D UI O U1 Vl CO V I-k VI 00 tD A N U7 I- 00 U'I CO W W 1I -< m r H > co nn C cn CD CD m m m m CD CD m CD CD CO In N VI VI in N N N VI VI VI r m 70 V) -< -< -< -< -< -< -< -< -< -< m m m -< CD CD m m C m m m O VI N N M N to VI VI VI VI VI VI C ,o 4:,VI v v -0 - 0 -0 -0 0 z a<) 0)i N N 0) 0) a) 0) a<) 0) d 0) D m m 0 0 u D CD CD CO CDD CD D Z r_ 1 O 73 m CD (amu cDD (ro (fie -< (rD D VI VI VI VI V/ VI VI VI 1- 1— > Z In M In v v -17 -0 '0 -17 - -0 '0 - -0 '0 -0 -0 'o 'G -0 -0 '0 -0 - 'O '0 -0 -0 "O "0 ° ° O R. Z. <' <' <' W CO W < W R.' CO R' co <' co co co co co co co co W W z' co co co co co co <' G Z a) a) a) a) N N (i1 U1 a) U1 y U1 a) U1 y N V) U1 V) N V) N U1 U1 U1 a) VI N (r) V) V) N d N (!) (hD ,- rn 00 0 0 0 ,-1. 0 ,-P 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 Co _r -< 1 co cn cn (n (n co u'i Ln U'i (n n (xi Vt Ln In cn (n Ln +4 .4 .P .4 44 •P A .P 41. A A .P A A .P vv)) Z r I" I-1 I-' I' I" F� 171 I-c ui h: w I' i- 8 (0 00 V 01 VI 4P W N 1-.. D N N ()7 W N I-, O O 00 V 01 VI •P W N N V 01 VI A W N F O m 73 —1 < CO 07 07 03 CO CO CO CO CO n D D 1— n -0 n n n 6-) —I —I —I —I —I - I —I —I —I v+ y` 0 0) o) 0) 0) 0.) 0) -1 -, o < < 0 fD v v o -s m- m- 0- = m- m- m- 0, n') (1) n -< K -< K -< fD 2 N 0 Cu v D cr -, y el Cu CD fD fD co fD fD fD fD fD fD n w nnnnnnA- A A- M E o � 3 so u o Qnnnnnnnnn < N 0) fD '< 0 0 0 0 0 0 .< O 7 FD- = 0° N O c c c c c c c (�D r* 0 w ,, 0 0 0 0 0 0 0) c) 0 -o m = = n - -< d v) as 0" CT Cr IT Cr 0- 0- tZ O h 7 3 7 0 7 7 rr CI' r+ cu 0 ('f ,< co ) ) ) I ) fD -I CD 0) o m m f° ,< ,< ,< ,< H rD Z � 0 a) rn (n 1-, N > '+ fD f �D = n m r C a) a' co O 0 D O 03 0 I-1 N O N A N I-, I-A I' O O N O N W I-, N O O O O O N N O N O O N O N I-, V 70 V 01 N V F, (o O O O N to (n N 01 O V O W W 01 CJ1 (O (o (n (0 .4 V 01 O 01 00 cm A m i— W N n W W 00 ( co00 cn O ( .4 V 01 V (o O cn V7 VI cn W (o co VI (o .4 V N O 01 N 01 c:71 (o > m r_ Z V l0 00 FA F-, N V N N I� to l0 ~s W -'4 I' U) I-, N 1--s N V1 P to Ol V N N V I-, 00 V I-, N I-, VI m (0 01 N 'P cn N Ol ~s 'P A O 00 ~s O (o V (n Ln O F, A N t N V (o V In 00 co A W N Ln .P (0 01 > O 00 N O 00 W i s O O W (), O V W N N N N 00 P 00 W O IV 00 V 01 O I Ol A VI 00 VI 00 V N 00 V1 O ()') 1-' 01 (o to A (o V A Ol N V N F-' V1 l0 m IT —I —I -0 Co O -I, co C ✓ W co CD ✓ cD v N CD U)i H v) ini vvl vv)i v) H m N v n) N v+ CD v. D v, -< -< -< -< -< -< -< -< -< -< -n -S fD !D CD CD CD fD fD CD (D CD fD O M vs v) v) v) N N us N N N N Ocu q '0 -o '0 -o -0 'O T) TI T) Z fD _s, —I <' <' < < < <' <' << < R. c) c) 0) n) 0, c) c) 0) o) 0) 0) D r+ r+ r+ r+ r+ r+ r+ r+ rr r+ rr z fD CD CD CD CD fD fD CD fD CD fD I- 1 0 33 CCD CCD CD CCD CD CCD CCD f(D D 0 0v) v) 0N 00 r -o I— > z U) m N -0 '0 - -0 '0 - - -0 -0 - -0 '0 '0 -s 13 -0 -0 TO "0 -s o -t '0 -_s 'D "0 -0 -' -' o _s -s -s -0 -0 "O -0 -0 -0 '0 -0 -0 -0 0 W W <' 0° W W 07 00 W <' < < W < W 0° ° < <' < <' <' < 00 07 07 00 00 00 07 W 07 0° 00 Z V) V1 0) V) V) VI VI V) N 0) 0) 0) V, 0) V) N N 0) 0) 0) c) 0) 0) VI V) VI N V) V) V) N VI V) V) (/) L 0 0 ,-, 0 0 0 0 0 0 '+ -s r- 0 '+ 0 0 0 r+ -, r+ r-+ r+ r+ 0 0 0 0 0 0 0 0 0 0 0 co— al fD fD fD fD CD CD fD CD fD CD CD r- 7 W W N N) N N N N I- I--' I-. I-u I-. I-' (>/l z I- U.) W 8O l0 CO VI W N CO -.I Ql (!1 .A W m vi CI (A * G) r 7ow . Z Z n -I -I = < aO (D � OO L rr < !D ClD O r '-' Q _ OntO 0.7 * ,-+. (D t-1' 4. G) G) X' W 7 O O 0) Q d d rD ' N 1-� (7 (CD = cn !Z !Z co C O O z v (D (D ❑ Z 3 * ooo > 3 = P. O. m fD O , V n O v m cn c. --- m r(D -0 n m c r_ n D z D CO N O I-, N N N I-% O O W O O .A x) -< 01 A W O l0 F-A O W (D to ..P N al mD .A 01 1 1 I-1 l0 l0 N 01 I-1 00 Lri l0 U-1 m /� m cn r z N F� 1- N N 1-I W W m Ql W Q1 CO 01 IH N W V N D I 00 P3 O 00 LC) VI W LO A 1-+ CO W O A W m m m —I H I— CO _ 1 Co 10 70 COCm m rt) m (D co D (11cn in 1n to u, r m I-- 7J 7J N r fD -< -< -< -< -< -< m > N CD Vf N v) N 1AA LAA fD N 0 z - 1 Z V) O 0 C o m u D C o Z r_ 1 O 70 D 1-- -c)-v 1-- >D Z H V) 70 m V) v v v v v 77 v -v -o v -0 0 w W m W W W w W W W W W w z V1 N N N N V1 N N N N N N In (A 0 0 0 0 0 0 O O 0 0 0 O 0 W CO rn CA u, V, VI VI v, In Ln .P A .P .P A .P v) z 0 v N O N o a) o < rn < m < fD (D n m r ,_+ ....in a°rt) n �_ - v rr i art) O -' 3 _ m rt _ m _ m v m v N �, /-' �' I-' 1-' �' to �' 00 .P w 1, D 0) Co a) 7 m O 0 w v 7. v ORI DJ 00 r7+ a4 -P W N I-% O O m fD fD 7c CUrtj rN+ 0) CDD m 7r a) 7r m m O a) m Q_ Q_ fD OG a) Q- m d0 m H 0- a) Co N O O 7 0 0- ECM OS OS -' 0 N 0 ( -o23 —I W W W W W W n -I -I -I -I ,� O v, ti fD -,, 7 m VI fD ti, fD 3 N — -I, — W '.r =. 0) 0) 0) 0) 0) 0) 0 0- S 7- 0- (D v r+ rr 0) 0) rt m " 0) fD a) N '"r fD VI N fD < `G `< `G `< K C fD fD fD fD 7- -, -0 " a)) 0, CA V, -a -1 0) o 10 m 0) m 0 n n n n n n n o n n n n < 3 m g' n m m g. n m y n a) r- 00 .<4 C7 rt 0• 3 " rt = Q_ -, -, O• -, D -, 0 0 0 0 0 0 -0 C fS 0- cr Q_ 7 fD 0 Br °) m O °) ° ° 23 ' °1 ' ° 0) t ) m r 0, 7 - N O Q 7 N N rNr 7 0 CDD •• N Q 7r ", W a) VI rt N N rt r+ rr --I CM 0) (XD z 7 Cr 7- n I 7 00 a rD , -0 IS rt _ Cu m 0 ''r rr -I, N r► rt (mn N rt rr - r 0 m I- V' 7 ° 7 0 m -, < 0 ,=r CU rt 't -O -% rt ,I '0 -r+ •— 'a 0rt sl)O Q_ f-D .-I•,_ -1 7 f-D O1 7 - y '+ 7 v O 0 N — 0) rr a) — a) rr h - Ort rt 7 00 f7D 7' f7D 'O 0 N a) 7 CfD M d j f� v j a) -0 N a7 m I- v) n �, D O 1--' O N .P N N I N N O N O N �I 73 M VI (,) r+ • L.I O1 �I I--) .P iD O O U'I (n ID .P o1 W m 0 F-,,, N 00 W 00 fT O to W -.4A --.1 N F-' C IT rt ii). iR i/)- in- i/>• i/) r_ Z D m UJ Crl 0 00 00 VI IV N N A .VP N 00 O VI I'' W LO N 00 - 01 N LID -r) I-A I-A .P LC) I-� I-/ m .NP In I" W (n N In W p w LD In (n p -.4 H 0 0 0 \ W 00 O N o A P O o W CO C -< -G -G W m m m W v) to v, r m W VI if). i/> -<N fDa)CDD aa) fDfDfCD fDco 0 In V) N v+ V) V) V) V) C • 1' w a) 00)) 0)) 0)) 00)) 0) 00)) 00)) D CO O OV c CDD CDD CD CDD CDD CDD CDD CDD Z I- 1 O 73 D r Z -I V) W rn VI I:, -v -o -o -v v -o -ov -e -v -0 13 0 W CO CO CO CO W W CO CO CO CO CO CO CO W Z V) V) VI V) VI V) N V) VI N N VI VI V) V) VI 000000000000000E-0 I- t;. c 1 F 1 ., GNOLI ARBER& u L.____. . ..BRUNDAGE, C; Professional engineers,planners&land surveyors 7400 Tamiami Trail North,Suite 200,Naples,Florida 34108-(239)597-3111 -FAX:(239)566-2203 March 24, 2015 Mr. Neil Dorrill C/o Pelican Bay Services Division 5679 Strand Court Naples, FL 34110 RE: Pelican Bay Commons Drainage Easement Release ABB PN 14-0037 Dear Mr. Dorrill: Pelican Bay Foundation is seeking to release a portion of the existing drainage easement along the south side of Pelican Bay Commons. A request letter with attachments was provided to me by their engineer, Hole Montes, Inc. (HMI),dated March 20, 2015. This letter provides a summary of the original drainage easement dedication by Plat and its subsequent vacation and replacement of a new drainage easement. The replacement easement in OR Book 943,Pages 1865-1868 was granted by Coral Ridge- Collier Properties,et al to Pelican Bay Improvement District in 1981,and is the subject easement to be partially released. The information provided by HMI appears to be consistent with the information we recently discovered when ABB researched and reviewed the water management permitting history of Pelican Bay Commons. Our report of July 2014 mentioned this drainage easement and that the Commons parking lot had been constructed over it. The legal description provided by HMI proposes to release the portion of easement that is encumbered by existing parking lot and associated improvements. Based on the information provided by HMI and our recent knowledge of this parcel, we have no objection to the requested partial release of easement. Please advise if you have any questions. Sincerely, AGNOLI, BARBER&BRUNDAGE, INC. James A. Carr,P.E. K:\2014\14-0037-CC Pelican Bay Services Div Stormwater Services\Correspondences\Letter\03-033IG.LTR.docx EWAmoor t x GNOLI Dista l aMOIR ARBER& TAIDlI raM RUNDAGE IN( Professional engineers,planners&land surveyors '400 Tatniami Trail North,Suite 200,Naples,Florida 34108-(2301 597-3111-FAX:(2391 566-2203 PELICAN BAY COMMONS DRAINAGE Permit and Design Summary July 2,2014 SFWMD Permit#11-00065-S 1978 Permit(04178-C) The 10 acre park(Parcel J)was excluded from the water management plans(Sheet 4 of 43,attached). The park was located at the northwest corner of Drainage System II. The Impervious Surface Coverage (Table 2,attached) indicated that"Park"was 10.02 acres within System II and would be 15% impervious surface. 1980 Permit(X000000561) A Permit Modification was issued Jan. 10, 1980 for the Amenity Pod Park(permit attached). The park was proposed with a building, roadway, parking area,and tennis courts with a 1.3 acre shallow detention area connected by culverts. The project description and exhibit in this permit shows that the park is located between System II and System III. One 19"x30" pipe connected the park detention area to the Drainage System II to the south. The Permit Summary indicates that the Park development area is 4.6 acres; however,the SFWMD Board Meeting project description and the engineer's report indicate that the total Park property is 10 acres. "Of the 10 acres designated as park,approximately 33%will be developed,the rest will be left as natural vegetation". The permit information also states"the runoff will then become part of the water management system of Pelican Bay in which it will be discharged through control weirs to the wetlands via spreader swale". Stormwater calculations were found that indicate the 4.64 acre park in post development would be 58% impervious. Although not explicitly stated in the permit,this equates to 2.69 acres impervious coverage. 1998 Permit(980717-16) A Permit Letter Modification was issued Aug. 27, 1998 (attached),for a 4,800 sq.ft. building addition and asphalt paving of an existing brick paver area behind the building. The plans by Kepple Engineering,2 sheets were also permitted by Collier County at that time. The SFWMD and County plans(2 sheets attached) included new trench drains and storm inlets around the building,discharging through two 12" PVC pipes directly to the west vegetation area. These pipes were shown on the plans, but were not noted in the project description. There was no indication of proposed water quality or stormwater attenuation volumes for the site. 1999 Permit(981221-14) A Permit Letter Modification was issued Jan. 28, 1999(attached),for relocation of a dumpster pad. No plans were included, however the same plans by WJ Johnson&Assoc.were also permitted by Collier County at that time. Collier County Site Development Plan permits (SDP) 1998 SDP(98-99) The oldest SDP we found was SDP 98-99,approved Aug 20, 1998,which coincides with the 1998 SFWMD Letter Modification by Kepple Eng.for the 4,800 sq.ft. building addition and paving area. These plans show the main building,all ten tennis courts,and all the parking lots as"existing". These"existing"site improvements were constructed at some time prior to 1998. Collier County historical aerials(attached) show that in 1985 the main building,four tennis courts,and portions of the parking lot existed. The 1995 aerial shows the additional six tennis courts and parking were added at some time between 1985 and 1995. We could not find Collier County or SFWMD records indicating that all of the original "existing"site improvements were reviewed and approved. Because the original building and portions of the tennis courts and parking were constructed prior to 1985, it is likely that these improvements would have been shown on a Building Permit application,which pre-dated the Site Development permit process. 2003 SDP(AR-3604) An SDP Insubstantial Change (letter attached)from 2003 (SDPI-2003-AR-3604) permitted some new parking spaces along the north and west parking lots,and the relocation of the 8'wide path toward the west. The County SDP review comment response letter from Feb. 27, 2003, indicates that"a letter mod from SFWMD will be forthcoming and no water quality treatment is required". The site plan (attached) shows the proposed changes but does not indicate any proposed stormwater improvements. No SFWMD permit modification was found. 2003 SDP(AR-4213) This SDP Insubstantial Change(SDPI-2003-AR-4213)was permitted June 23, 2003,to permit the Phase 2 (west) improvements as previously shown on the AR-3604 SDP plan. There were some additional tree removals and minor revisions to the bike path. Other Relevant Documents 1981 PBID Review Photo copy portions of a plan from January 1981(5 sheets,attached) show the original parking lot and tennis court site plan design. This plan was reviewed by PBID and stamped/checked "approved as noted"and "water management". Although reviewed by PBID's District Engineers,we found no evidence that this plan was submitted and reviewed by Collier County and SFWMD. It is possible that this plan could have accompanied a County Building Permit for the Commons,which was customary at that time. These plans show the 30 linear feet of 19"x30"discharge culvert to the south,which coincides with the design in the 1980 SFWMD Permit Modification. 2014 Design and Permitting Plans have been submitted by Hole Montes&Associates to Collier County(PL2013-1389)and to SFWMD (140331-16). The plan includes modifying existing parking lot circulation and relocation of the tram pathway and new tram building,and other minor adjustments. The general drainage design and flow patterns of the existing site will remain, in that the parking lot sheet flows into storm inlets and pipes with two primary discharge points:the northwest corner discharge point into the vegetation preserve, and the south discharge point into the System II shallow detention area,and one secondary discharge point:the two 12" PVC pipes from the building trench drains to the vegetation preserve. The south discharge point is an existing 19"x30" diameter pipe. This is an open pipe that has been connected to System II since the early 1980's and will remain in place. System II drainage is controlled by the water management berm (tram pathway)and nine discharge weir structures. The northwest discharge currently consists of two 14"x23" pipes that discharge directly to the vegetation preserve (open pipes). Currently,this open pipe discharge is not controlled by a structure,which allows stormwater discharge to flow directly into the preserve. The new design will reconfigure the 14"x23" pipes to capture the stormwater runoff and collect it in a proposed detention area. According to the design calculations,this area provides the 1"water quality volume required by SFWMD(see attached email correspondence from Daniel Waters of SFWMD),and detains the stormwater prior to bleed-down discharge to the preserve via a 3"diameter circular orifice. The two 12" PVC pipes around the building will remain. The existing detention area along the east side of the tennis courts will remain,which continues to provide detention storage volume prior to discharge off-site. The previous County and SFWMD Permits did not identify a proposed impervious coverage by land use (parking lots,sidewalks, buildings)and did not quantify the proposed water quality storage or attenuation volumes. There was only reference in the original permits to the 15%impervious coverage, and later the 58%impervious coverage. So far to date,the current plan is the first we have found that identifies the existing and proposed impervious coverage by land use categories. An Impervious Coverage by Land Use Table is included immediately following the Conclusions below. As shown in this Table, impervious coverage will increase by approximately 4%from existing percent impervious. Conclusions The original SFWMD Permit in 1978 allocated 15%impervious coverage for the 10 acre Park site. The 1980 Permit provided for 58%impervious coverage of the 4.64 acre developed park area (2.69 acres impervious). In 1981 site plans were reviewed by PBID District Engineer that generally coincide with the 1980 SFWMD Permit. These plans show the tennis courts and parking lot and perimeter driveway. There were no plan or permit documents found after 1981, until 1998 when the Kepple plans made a minor change to the site, and showed all ten tennis courts and parking lots as existing. The subsequent 1999 and 2003 permit changes were minor changes to the parking spaces and path. Each of the plan and permit changes done after 1981 did not provide a land use table of site areas by uses,and did not quantify the provided water quality or attenuation volumes. Although not specifically stated in the permits,the 0.5 acre detention area along the east side of tennis courts and the network of swales and pipes between the parking lots appears to provide the typical minimum requirement of 1"water quality volume on site. The 2014 plan proposes some minor changes to the parking circulation,pathway and tram building. The proposed impervious coverage is an increase of 4%of the existing impervious area. Approximately 0.37 acres impervious area (sidewalks) is being added and 0.06 new detention area is added. The new detention area represents 14%of the new land area, which is within the typical parameters of percent water management land area provided. As stated in the SFWMD Permit Modification,this new 0.06 acre detention area provides the required 1" water quality volume for the new development area. The south discharge point(19"x30" pipe)will remain in operation as it has since the early 1980's. Approximately the southern half of the Commons park site drains toward this discharge pipe. The proposed improvements on the south portion of the site are limited to new sidewalks,which should be insubstantial to the existing runoff contributed to this pipe. The total flow capacity of this existing pipe does not change,so the pipe should flow at about the same rate (cubic feet per second)when flowing at capacity. The 12" PVC discharge pipes from the building will remain in operation as they have since 1998. Stormwater runoff from building roofs is considered "clean water"and is typically not required to provide water quality storage on the site. For this reason the existing direct discharge to the preserve should not be a problem. However,there are trench drains and inlets connected to one of these pipes that can allow some parking lot runoff to enter this discharge point. There have been reports from residents that dirty water and debris was seen running into the preserve. This situation should be remedied by adding storm filters within the inlets or diverting this water into a sediment trap. The northwest discharge pipes currently discharge directly into the preserve. These pipes will be reconfigured to capture the runoff in a new detention area. The new control structure will slow down (detain)the release of water into the preserve to provide additional water quality treatment. There are four questions posed by the PBSD with responses below, based on the information discovered. Would the project result in the impervious limit being exceeded in the basin in which the Commons is located? Yes, based on impervious areas identified in the original permits. The 10 acre park at 15% impervious was included in the System II area in the original 1978 permit. On the plan (Sheet 4 of 43) the park appears intended to be a part of System II, but Parcel J is located between the containment berms between System II and System III. The park was then presented as 58%impervious(equivalent to 2.69 acres coverage) in the 1980 permit. The permit exhibit and language indicated that the park may not have been within a particular basin but discharges to System II. Subsequent permits including the current Permit Modification have included all of the park impervious areas as"existing",although these areas may have exceed previous identified coverage. Because of the sparse permit documentation it is not clear whether the park is definitely in its own unidentified basin,or if it is subject to a maximum limit within System II. Is the Commons water management area on a drainage easement that is part of the PBSD master drainage permit? No,there do not appear to be drainage easements within the Commons site over the water management areas. There is a drainage easement along the south of the property(OR 943, Pg 1865) that likely was relocated or vacated to accommodate the acquisition of 0.15 acres and construction of the Commons parking lot,where the System II berm used to be. A title search is being requested to clarify easements. Would the Commons project represent a substantial change to the existing Commons site development plan? No,the new impervious area is approximately a 4%increase to the existing percent impervious area. Additional dry detention storage and water quality treatment is being provided for the new area. Would the Commons project affect a platted or recorded property interest? No, not substantially. The new improvements are proposed within the Commons property. There are two portions of the path that will be constructed on adjacent properties: one sidewalk connection to the south and one tram connection to the north. The proposed impervious coverage and drainage changes are not substantial compared to today's existing conditions and the 4% increase is being compensated in the new dry detention area. 41 0 0 g 0 0 0 0 Cl*?, o > O O O d c-1 CO r-I Cr 0 U X o 0 2 0- CS aJ CO N O o o n N LC. N c-I N 0 GJ v o 0 o m m o m rl m o 0 U < 0 0 0 0 0 06 0 0 0 4 aJ z II d. L 0 0 0 0 ',.:‘,`•Z 0 .8"-s• 0 0 1-1 > N 11 N Lrl lD 0 Cr N N 1.11 0 C 0 '-I O cli }, o 'O C 0 U N Cr N UD N Ci- l0 N al N up m -o v N lD m 111 N in O N c' ,--I d' UU O .--I N O 4 O Ni Ni tri O O O Qai O ,F, Q O L • aJ n3 a N -' L 4- \ o L O O O O 0 O \ O O > N lD m rI m 111 d• rn N 0 0 0_ O O v--1N Tr N N Lf1 0 O OoO U > - C o N N N aJ Ln 0 iJ UJ � 'O r1 C Q Q Q o O vs d• N l0 Ln 1••••• O Dl O Dl kr) l0 N CO C "O U v N (D m rl m Ln m m N o m dr v CD 120 U O -1 N O c1 O Ni N Lf1 O o 0 0 C 0 'z O o 0 L X o I? W CU O -0CD µ M N \ \ \ -o O Z > 00 N O aJ C -p p u1 O ro O o II OL L > >, 2 co Q cu_ _o .,, w 0 C aJ E U' < < < < a) < < < Ln di- Q (C aJ 0.0 L v \ \ \ \ lD \ \ \ Cil lD — N E co ai t 0_ Q Z Z Z Z Nj Z Z Z rj 4 II co O Q aJ > co CD O COO CU Q 11 ~ pC C U Ol05 N Q ' v C E C C L Z \ °� L cu O > +� O > 'a El-) o CLI E v c Q Q °J < cu �a L o +' co N 'U N C -� >� O > of C m ° U' o C •C t" ro v, c co H co ra v E " CO c 03 E � � � � o b.0 ro o a 3 Y v v a _ c _ .0 v (L6 aJ a L o (1) CI) 0 CU CU CU 4- Ln m H D 77-) o a I.- z Z 1- z z 0 'ilii ri _ A a Eg • It g c 2 c Itbq III ft \ ..°ki 8^' 1 ♦L,n El ; -4, ,/ •�� // � _?, i. .1- 1 C` m ; gl . . 0 ,.!,i Z1. i .1 ! z f : -< T 7?—il- -----\---- \li ij ,I J 1 .p ' -• � Rmc ! -e R en ► a ' S_! ..Y• LQ; ;al. �' i�. Fu ', I 1 ; s a .£' ;;"1 :R<e ..` - e E. x t.er �N° i E. - rte\N \ " / '/a 'VI 71111111 t il. /Ji�k,''} y r [lam P_//��{ �%. nq ,g� ,. I ▪ ~ CRs `�K aK 6tc 3 /\ 'WE :APb N m -.... , if ""\\ • in . -I -• n _ RV'm t Cm _�� ('� A rn r m 11 \ ;, .of -l/ - ; Aaz - n �^ a *I,,' Am a -'_ = e —' a rt ti AJ.J. \ c __ \ A eoR • t F NZA 7 `��+ .Y - Y y _ op op 0 n /i 4 617 -n p i� N i i P _ - i mi W m >1: _�A1=iD•2 11"c !zi 11 r mmami mQm12-' , mi�o2 2 1 .r.1 ?..,•,2 -N- a n I I < 1 _ 4 I, W II • •�,f .• ' ....,..`•._. ....•.... •..w•rLwa.w.�sr•..T.' . h ......i„.0.-:amemimisiimisa. .,:,;:il, :,....;.::::,;:....:...2:".:1.,:,;:,..,;.:,.. . , -.. ..,,e..k. .. ; : • ...,: '.g r' j „.. TABLE 2 ✓ '''` IMPERVIOUS SURFACE COVERAGE 7431:' :' Average Z Impervious . • ;�'� I.aad Use s Ispervio a Surface Acres*. C System Single Family (Grp. 2) 56.46 342 30.49� ft.s! • Multi-Story Residential (Grp. 4) 59.4146.83 752644.56 Commercial System Jo. II 402 53'.32 33.30 Single Family (Grp. 1) 119.86 2 10.72 Cluster Single Family (Grp. 2) a i•ss Garden Apt. i Multi-Story 492 10.27 Residential (Cry. 3 4 4) 20.9510.27 • :.;.,• Multi-Story Residential (Grp. 4) 54.94 46Z 19.0 14.25 Park Parkiq 10.02 152 1.50 • r System Mo. III 402 4.48 • Single Family (Crp. 1) 11.20 21.44 Cluster Single Family (Grp. 2) 42.66 542 Cards Apt. i Multi-Story 9Z 25.61 g/.$ Residential (Cry. 3 i 4)Commercial 21.09 .': 52.27 4Multi-Story Residential (Grp. 4) 45.84. 462 17.29 •.� Caereisl 21.08 •• System Jo. r 0 Single Family (Crp. 1) 119.760 57.402 47.99 Cluster Siegle Tasdiy (CrP. 2) 104.75 542 7 014.31 Garden-Apt. i Multi-Story• � - ': , 492 2°•3 . Residential (Grp. 3 6 4) 61.84 30. 0 Multi-Stery Residential MP. 4) 32.86 462 . System MU. • 96.01 S4Z 51.85 • ' Cluster Single Family (Grp. 2) Garden Apt. i 1u1tioStory 492 2b.644 Residential (Grp. 3 6 4) 58.444.6 Multi- 492 Story Residential (Grp. 4) 9.13 862 4.57 Comicial School 45.00 302 13.30 1 I • , C t C?CP:,..) _ C) 5 Iv k t t; i.11 4 L..tl c...' 1.4 r 1 1. .1 ) ° 4 \\' k Z r'r' r J�' r- I .fir,r� {,•y,("`{r 'f'' r a), sa` l F5' F !�.f F i R i t" 6�,-. r z %. ....,. fi•,..a _ tt ;;:{U! ;.ilnl J., vve t 1:11111 fl.':'::1►.}'inil[);! ;?.11).) .' a• •, it Iuplw i (10:�j 68t'•£1;111:1 n C -4 <,' :" �h�;' ii'tido WAIS Lrnr 14100-132-20.1;., 111n1n: Permit (MOD) No. 11-00065-S January 10, 1980 Pelican uay Improvement District Collier County Courthouse Naples, Florida 33940 Gentlemen: JPermit modification approved by the Governing Board of this District is as follows: TO INCLUDE: THE CONSTRUCTION AND OPERATION OF PELICAN BAY AMENITY POD PARK, CONSISTING OF 4.6 Al:RES. DRAINAGE FACILITIES INCLUDE A DETENTION AREA, CULVERTS AND 1-19" RCP. Please update yv1r records by attaching this letter and staff report to your permit. District permit modification does not relieve you of the responsibility of obt fining authority from federal , state and local agencies. Sincerely, Charles A. Hall, Director Surface Water Management Division Resource Control Department CAH/sw Enclosure: (1) cc: DER Stanley W. Hole & Associates, Inc. Fred Vidzes Inspection - Collier County, 54.5,8 91TJ49S/R25C S32.33/T48$/R25F POSTED Permit Number Book?� !Inventory Book _Canal Quadrangles 4074:41:24.— Date 074: *J -Date //if/l3 Signed • v 1 Modification of Permit No. 11-00065-S Pelican Bay Amenity Pod Park - Collier County STAFF REPORT ABSTRACT A request has been made to modify Permit No. 11-00065-S to allow for the construction hnd operation of a 4.6 acre park known as the Pelican Bay Amenity Pod Park. The ,:toff recommends approval of this modification. THE APPLICATION The application is for the construction and operation of a surface water management system consisting of a 1.3 acre detention area system that is interconnected by culverts. A 19" x 30" RCP w 30 LF will connect the park detention area to detention area 4 of System II of the Pelican Bay drainage system. EVALUATION the applicant proposes to construct a building, roadway, parking area, and tennis courts. The park is included in the drainage area of Pelican Bay System II and proposed development will not adversely impact the system. IZECOMMENUATIONS The staff recommends that Permit No. 11-00065-S be modified to allow construction and operation of the surface water management system as described. iR.i.iiiimIT-1 VIO r.,r. }A Cry �rnI,ti1 1 t hoard32ova! j Page 1 of 1 A 196. s HOLE. MONTES AND ASSOCIATES , INC. Consulting Engineers-Land Surveyors 715 TENTH STREET, SOUTH P. O. BOX 1516 RECEIVED NOV 2 6 „ I NAPLES, FLORIDA 33939 9n'"� PHONE: 262-4617 November 12, 1979 Richard A. Rogers Pef,,,;"74 p a b5'3 Director, Resource Control .6" SOUTH FLORIDA WATER MANAGEMENT DISTRICT S 9 P. O. Box "V" --° West Palm Beach, Fla. 33402 d 4(1 RE: Pelican Bay Amenity Pod Park A' `5 File No. 79.13 Dear Dick: Enclosed please find a report outlining the proposed water manage- ment plan for the Pelican Bay Amenity Pod Park. As you will note from the enclosed report, the water management plan calls for storage of storm water runoff in natural detention areas located within the park site with a final discharge into System No. II. Basically all the other criteria used in designing the Pelican Bay System was used in designing the park drainage system. We request that you review the enclosed material in order that a modification to the Pelican Bay Water Management Plan can be made to permit the construction of the proposed improvements to the Amenity Pod Park area. Should you have any questions regarding this matter, please do not hesitate to give us a call. Very truly yours, .) OLE, MONTES & ASSOCIATES, INC. z ianiel W. Brunizge, Y.E. DWB/pas Enclosures (3 sets) cc: Mr. Jw i + Schtnoyer, Cor. ' fridge-Collier Prop. HOLE . MONTES AN D ASSOL ., INC . CONSULTING ENGINEERS- LANI) SURVI YOBS File No. 79.13 PELICAN BAY PARK Water Management Plan Permit App]ication A. Purpose This report is presented to the South Florida Water !Management District in order to obtain a permit for construction approval of the proposed Amenity Pod Park in Pelican Bay. B. Location The Pelican Bay Amenity Pod Dark is a 10-acre parcel of land bounded on the east by Pelican Bay Blvd. , on the south by drainage system no. II berm, on the north by drainage system no. III berm and on the west by the Pelican Bay P.U.D. zoning line (see Figure 1) . C. Land Use The park is planned :)S; a central community recreation area providing space for court, games; picnic tables, and an elevated boardwalk. PELICAN BAY PA' K Page 2 of 4 Oi th . 10 acres designated as the park, ars r.4tely 33% will 13 developed, the rest will be left as ural veg- etation. D. Existing Lrainage The Pelican Bay Park area is presently undeveloped. The natural vegetation consists of pine palmetto lands in the easterly portion and transitions to lowland vegetation (hard- wood hammocks, black rush marsh, etc.) . The existing ground elevation in the park varies between 4.8' m.s.l. to 3.0' m.s.l. Drainage occurs naturally with runoff flowing from east to west and eventually Enters the Clam Bay System. t;. Concepts of the Proposed Water Management Plan The proposed water management plan is similar to that de- veloped for Pelican Bay. It consists of a system of shallow interconnected detention areas formed by the difference in €lo vation between natural ground and the proposed pavement. Runoff will be stored in the detention areas which are inter- connected by culverts and will eventually be discharged into the detention area upstream of the system II berm in Pelican Bay. The runoff will then become part of the water management system of Pelican Bay in which it will be discharged through control weirs to the wetlands via a spreader swale. 1 tr �,— + `Ar11Crt kF(il1 13L4:I. . • Lis Cul DRO INAGE -�,,;,tiA CO i N SY;i T E M :jur; -7...•••! t\ 1 V .t,. .' i,„. . r` \ e_d 1 I 1`� Vit• t� �.. "*4.11.41124 :4 0.$ i outpts• 0, . ,., 1'l { it i S'r Si EM •:' ' `'' \ ,- t\_�1 Fad , � 3. \ " 1 tr ✓•J. r " - .i , DRAINAGE d , , ; ke o A 1 5 r ,/ ;'z,; 19 1 I �'r i 1 ` c rt 1 i21t ,•t k u. r DRAINAGE .„,,,.4-.,•,..;,_$ ' 'f iy ...N, o � SYSTEM� � P�I I i AP$ENIT'Y� `' ti ic ..) \ '. i DRAINAGE sc,acE w: _�, �' tp I 0.! \ SYSTEM i '..7%'rseNE AGA NO AC_. I ,, 1I SI ,1 • HATLR MAMA(EMEMT ADVISORY BOARD MfETIW OE DECEMBER 12, 1979 I. NAME OF PETITIONER/PROJECT: Daniel W. Brundage, P. E. of Hole, Montes and Associates Inc. on behalf of Pelican Bay II. LOCATION: See attached location ,ketch and Pelican Bay Park application III. PROJECT DESCRIPTION: Pelican Bay Amenity Pod Park is a ten acre parcel planned as a central community recreation area which provides space for court games, picnic tables, and an elevated boardwalk IV. STAFF COMMENTS: The site drainage plan and supporting calculations have been reviewed by the County Engineer and the WMAB Consultant, and they find them to be in compliance with the County Water Management Criteria. The discharge from Pelican Bay Park will become a part of Pelican Bay Water Management System which provides detention areas sufficient to retain the difference between predevelopment and postdevelopment for a 25 year, 24 hour storm. V. RECOMMENDATIONS: The staff recommends approval HYDROLOGIC CALCULATIONS HOLE, MONTES & ASSOCIATES, INC. Carol A. merkell, :f. ' (L , . i ' -- ‘ .... i --- 4._ Daniel W. Brundage, P.E. / Florida Registration No.. L8915 NOV 1 2 1979 1 Stanley W. Hole and has .;fates, In... Consulting Engineers SNC6T NO- ,� _.-_. OF --- P.0 Box 1516 q NAPLES, f _3 LORIDA 33939 CALLULATED 8Y_ ' �__. DATE__3"2 (813) 262-4617 .lfi CHECKED 81,-_-Z-74/\--/-Let.._ - DATE _._! SCALE - •5-/Dr/Y7 dd51 jr ,2J`r yr, 2 Ar :' e. f'O, =fir. \‘ — p De.Pi c-, - �, w��cv/ c1eQt.: ( )c.c. Lc =t N S - O. - t�evtet1/45) •Ronof _ ( P-C.25)2' - (P't (�. r3 S� c 7.5 2,E . = /OOc (S - to) _ 9�`{ devtio rr' .• CMr2S. 'Yo corrpaciiciS0 75)(0,60 fn) - O.5/5in 5e L/o Impervious . 5-6)-= 0. 19 C./9 = 'POO ( St icy)= 18 cics-dopmisc/ rce- !, SC5 -77 6.5 peo.k disc�, r�e- = p= 5,7 c.c5/n S P.`. = D, ,` 9 ( IQ Ac. 0.L°10 51ope) dlschosS G? = 0. 14q)(7. 51)-7 (.O cfs 2 Ur1;+4h droa rQ n c� pr :tr leno�ih� t 1�1,:� o-r L _ L/20 f� - 0,OS nnti .c'0.\\ _ tiz a 5 Uv e r\a v.:1. ,u, -= Cc = 2,0 N ) Tc - CCc',Tc ) - U- 3(a, hs- sat,.` r'' 0.5 r- L,�= 0.133-'c. - , C7 kr ...50.i-57 1`�ox = 21 .05 c.c. s g.571- de-Velopn-rC-n (311scc11(-O 1179'C- 51- ./5 f o r c2 S�.. (c'i,l i 1 c i e l d e of a n?Gh: c-1i s<_ /-1(.I f e J 37'/-t5 L. 6.c 2 t C' t., . . _ BEGIN J:08 : t.30 : 00 .----.-11.;NI...17.1i' 1...I. HOLE 4..!: Fl Si:f'...;0 C:I ATE ; C.:T IR OE DI SC FIFiRGE ROUT I NG DESIGN STORM FRIOUENCY= 25 YR DURATION= 24 HRS DRA I NAGE AREA 4. 54 ACRES CN= 98 LHKE STAGE/STORAGE DATA S T Au: l'.."1 AREA AC: VOLUME AC: Fr 7. 50 1. 32 0. 00 4. 00 1. 52 • 0. 71 4. 50 1. 71 :L52 5. 00 1. 91 2. 42 5. 50 100n. 00 252. 90 . . C.1 S C:H ARI.3E STRUCTURE _..k.L. OVAL ORIFICE 5 1 ZE= 30 I N. :...: 19 -IN. INVERT ELEV= 3. 5 TIME RAIN CUM RU TOT RU DIS DIS TOT DIS VOL ST STAGE HR IN IN AC: FT C. F. S. AC FT AC FT AC FT FT O. 00 0. 00 O. 00 O. 00 U e I 0 0. 00 0. On O. 00 7:. FIO iel. 00 1. 7'5 1. 52 0. 59 CO. 44 0. 37' O. 37 O. 22 3. 11. 00 2. 21 i. .98 O. 77 0_ 82 O. 07 a .14 0. 32 7:: 11. 50 2 62 2. L. 17.1. 92 1. 25 0, 05 0 :4-t., 0. 4-.7,: 1.1. 75 385 :.:.:. El : , 4O 3. 29 0. 07 . '.'..E:. 0. 84 4 • 12. 00 5 38 5. .,L a. 9:9 E. 05 0. 13 !.,.1 ,i.,_! 1. :0 .,.,.I. 12. 50 5 98 5. 74 222 5. 95 0. 25 )-'n 12. 1. 29 4 13. 00 629 5. 05 2. 34 5. 32 0. 22 1. 15 1. 19 4. .30 14. 00 6 71 f:1:. 47 2. 50 4 20 0. 35 1 tforl 1. 013 4. 1.8 16. 00 7 002. 55 O. 42 1. q.:..." O. 1.E.:. Ii.:10 731 ". U7 2. 73 1. 70 €i. 28 2. 21 0. 53 3. 87 1... 25 0. 21 2. 41 0. 43 3. 80 24. 00 820 ?. 9t; 3. 08 i:,:i. 9 --:: Pt. 7:1 2. 73 0. 35 3. 75 END JOE.:: : 00 : 11 : 34 • taw `',iii W ` South Florida Water Management District Fort Myers Service Center •2301 McGregor Boulevard•Fort Myers,FL 33901 (941)338-2929•Fax(941)338-2936. 1-800-248-1201 •Suncom 748-2929 CON 24-06 Regulation Department Application No.: 980717-16 August 27, 1998 WCI Communities Limited Partnership 24301 Walden Center Bonita Springs, FL 34134 Dear Permittee: SUBJECT: PERMIT MODIFICATION NO.: 11-00065-S Project: PELICAN BAY COMMONS Location: Collier County, S32/T48S/R25E District staff has reviewed the information submitted on July 17, 1998, for an approximately 4800 SF building addition and repaving of a brick paver area as shown on plan sheet 2 of 2 by Kepple Engineering, signed and sealed by Terrance L. Kepple, P.E. , on August 19, 1998. No,other changes to the Surface Water Management System were proposed or authorized by this modification. Based on that information, District staff has determined that the proposed activities are in compliance with the original surface water management permit and appropriate provisions of FAC Rule 40E-4.3312)(b). Therefore, these changes have been recorded in our files. Pleas& understand that your permit remains subject to the Standard Limiting Conditions and all other Special Conditions not modified and as originally issued. Sincerely, Richard H. Thompson, P.E. Sr Supv Engineer Ft Myers Service Center RT/rt c: Collier County Engineer KEPPLE ENGINEERING Governing Board. Frank Williamson,jr.,Chairman Vera M.Caner Richard A.Machek Samuel E.Poole I11,Executive Director Eugene K.Pettis,Vice Chairman William E.Graham Michael D.Minton Michael Slayton,Deputy Executive Director Mitchell W Berger William Hammond Miriam Singer District Headquarters•3301 Gun Club Road,P.O.Box 24680,West Palm Beach,}L 33416-4680•(407)686-8800,FL WATS 1-800-432-2045 aI � , 11 i N GO d ... ri LL LI r Li , 1.5 s I I ,A W2 ..I',tv; I b `I W n r7 , -\\ r- n I1 d{ I' _ __ _ L-J 1 1 L---J L---J I I L_-- . I' 11 , _ II a{� ----/-��' - ' 'may '� - II 8t _z.. L� _ \i ;. �i F� ,''J L_ �_�i .I 7 _ \\ -! ' I / /`! �� --^' ;' it of !� ? \ .1 ii iII ,{ i i al:t i ; / J i , \\ l II • I 7 \ r,/ FJ I --1 r II h' I I 1 ! L-, \ �-/I I > 1; \tib EII I /' \ // I� II g_° I I 1 �� \ \ I III II` I I I 1 _- \ \---' II '- 'I' I $. i I I r-'L. �--� \ \ II y II I'g i \\V A\ y • II .�III I \ \ II i I� I \ \ \ _ \ \ I, It \ I \ \ a I/ 1 \ \ \ \\ \ -- s � \ q € > \ l f \ II \ \ i I �� ° \ \ ` II ii \ I; li % q�� t' \ Ij ii V 1 1 11 II Os ,ice \ I!� a iv \ -a \ V I II x, f ' n 4\,:&, \ \ F" \ !I li ...J.)'h�\ \\`Wa ��.q \ \ \ �� II II ' ' L' ._ \ \ \ \ 11 II a �,`� \ \ moi- II ii I -- `` { ----- 1- -'� 11 II . 1 N*. to �� - II i II it I :- / II IJ II II a ? 4 . 1 . . fit.,' _II ° _ �I, a If il)E i l _I . pi & 'YViE} I: IIMI O oa a .s € z-20 °°s 11 t La g F,-tgf-ni ifs °5t c`. 9 °a w, is !° $s<x'Lss`'ge' L: •sm-. i 8 n 'lit s Yat$°d21c `3 p 1\` ti — -2 g 3:4, . _ '44_ y05 J_, • iS .1_. ,_ \ \ \ \------ v \ \ \ ' ��'l ti 1 \ \ \ \.......--- ___-..:, Ai ..:-:-s'r 1--- ' ,_ —L- 4- 1\ 52.5 f � • [_ S \ 4 104,1 ...,4 .., , 0._ -1 r zA/fes • \ >.e' (..01 :/` ,i' \ ,� II - ..22 5.1 } e c. l I r 5.5: - �` .moi •-- \ • S65 2. Y/ - M _ C4 ' / 6`` .- .. t :s s.<z fpi`n c.El =.A.1 1 ''.W , J! . ....0, L 1sy CO t 14 3.53 C I ', 5 04 .�` GI Mr 135 b ` ' � ` V as2t5 .5e s it. +-^ aEc \ '33 414 s• % %1gJ k sa`s Ji(; ' OnC a a„ ` 5 . F (91 U 5. 4r�N1L '`� 2.a: � �`.47 tr .'1C> ..zC q' s'\tn _.. t 404 '2 .'. 4s _ WU .,� ,` L., ," [C 5511555 c. ,_,..:,::, 7,.„., b : : 7: /'2.115 CS u 2VA GQ / tCle 0 5�\,� 4z . li---' s, ✓ a• t.. li ° baa 5 B] 4:�L 5 X -,t om O f 1 ...e mi 5.a .r Y U W 35 . • SL -- —=`vc --- I �- �►� • 110 South Florida Water Management District Fort Myers Service Center •2301 McGregor Boulevard•Fort Myers,FL 33901 (941)338-2929•Fax(941)338-2936•1-800-248-1201•Suncom 748-2929 CON 24-06 Regulation Department Application No.: 981221-14 January 28, 1999 W.J. Johnson & Associates, Inc. 1876 Trade Center Way Suite C Naples, FL 34109-1864 Dear Permittee: SUBJECT: PERMIT MODIFICATION NO.: 11-00065-S Project: PELICAN BAY COMMONS Location: Collier County, S32/T48S/R25E District staff has reviewed the information submitted on December 21, 1998, for the relocation of the dumpster pad as shown on sheet 1 of 1 by W.J. Johnson & Associates, Inc., signed and sealed by William J. Johnson on January 13, 1999. No other changes to the surface water management system are authorized by this modification. Based on that information, District staff has determined that the proposed activities are in compliance with the original surface water management permit and appropriate provisions of FAC Rule 40E-4.331(2)(b) . Therefore, these changes have been recorded in our files. Please understand that your permit remains subject to the Standard Limiting Conditions and all other Special Conditions not modified and as originally issued. Sincerely, fr:11414%--- 1 Richa ompson, P.E. Sr Supv Engineer Ft Myers Service Center RT/rt c: Collier County Engineer W.J. JOHNSON & ASSOCIATES, INC. Governing Board. Frank Williamson,Jr.,Chairman Vera M.Carter Richard A.Machck Samuel E.Poole III,Executive Director Eugene K.Penis,Vice Chairman William E.Graham Michael D.Minton Michael Slayton,Deputy Executive Director Mitchell W.Berger William Hammond Miriam Singer District Headouarterc•3101 Gun Club Road.P.O.Box 24680.West Palm Beach.FL 33416-4680•(407)686-8800.FL WATS 1-800-432-2045 a a C IL d 0 o d .23 kn E r s. 0 E 0 0 U m IISa a) m 22 •CaC ... E ate• 0 a O Z W N 0rn • n z, cCW 4-3 t1 r - J t c it o j a 1 n. ° u. ta. 14 Y ..` .,.`k a Z 7P' O C.E �1 N£+' e.ct � 3 r , N dVI Q mt7 ::11-: 3E 0 o o cd f , .� +ate,';"`% • , y w 0 ^r6. L =al `!�'. a *AI a ' g 2 O 0 �.e .6 s: . :a awo. '•� t";„v -I Lr'. ee4dIL. .µms, *titer-tom ; .� '' 'f' y,cou_ 11-N � t *� N v s *tet; r { $ co w • i1'1 f�j.•.. a ''¢ 'C 5 a. )12 �o> IL..........:,,--._ — �•�1, '•; N N o O 0 S. t 'a-) 00 Qo w & N CI p. e, ^a C W a 0 a) o rn 0 E a 0 i O U = N a d y E C 0 `O n V W 5113 U' 0. pn C N p 9- 5,'. e rq r = a+ a ki ., n r c m 9 W W E 4 . ' ,.i N d H 4 m U 43 oO OE U O N c V N 0 oil" O as 14` N 6 $ II En N N a O 2 2- 0. • I 1 tK M .-- fl :4 K ♦ aw H' , , i o U kcmr d 4. ^` ter,+�.. "j� ,`4 it r" ,,,,,,, N 11 Q n >.. f,. x• m W 8- k. k. aR Q1 c }. 7 [ O a It N U 04Q V as N O 4.O a H LE MONTES ENGINEERS•PLANNERS•SURVEYORS 950 Encore Way s Naples.Florida 34110•Phone:239.254.2000•Fac 239.254.2099 February 27,2003 Ms.Christine Willoughby SDPI-2003-AR-3604 REV 2 Collier County Development Services Protect: 19990549 2800 N.Horseshoe Drive DATE: 02/28/03 Naples,FL 34104 Re: Pelican Bay Commons SDPI-AR-3604 HM File No.2002113 Dear Ms.Willoughby: This letter is in response to County comments fax dated January 24,2003. Per discussions with County Staff, we revised the construction drawing to depict "Phase 1" and "Phase 2" construction. At this time, request approval to construct only Phase 1. Some of the environmental comments below will be addressed as part of Phase 2 approval. The remaining comments are addressed below. Engineering Water Management—Steve Seal 1. How is additional water quality being handled? Does SFWMD still require letter mods within Pelican Bay? Response: Per voice message from Stan Chrzanowski no further review from County Engineering is required. A letter mod from SFWMD will be forthcoming and no water quality treatment is required. Environmental Planning—Laura Rovs 1. Clearing plan revised accordingly(3.9.4.2.1 &3.9.4.2.2) Submit a vegetation inventory using FLUCFCS codes for all areas of vegetation within 50' of construction. Mark/label trees and other protected vegetation that will be removed. Response: To be addressed in Phase 2 approval. 2. Note on plan indicating methods of barricading to be used to protect vegetation to remain (3.9.5.1.5 LDC). W:\2002\2002113\GHH\CW030124 response comments.doc Naples•Fort Myers•Venice•Englewood 11P1�y o- iii 111 ii g g94 1 e i E,0; $fig $li 8g v � 11 i Iivil Ili 111 g i 0 g 1 M9 3 E F a�' "� IAS `� i� +t g fo lig 4�I 1g 1, i 15 ,S J 0 of i v I r vE A C�_ b kk g aii pg n� Y I rt _ 4`} � IPP 5 Pr --,frd;hG i A` ` iiai 7 • •~ § -rte' 110" • f, it . +tea , �- �~ %C©E f 1i a rrr: s IR N i .- t �� 2 \ n Deis MO �,-Ez 11 •% 4,. 7 y4 1$$ ..••`; �'1c5 m�.. 1111 _ S .!.11 . 111"JJ7�ffin ,may ``` - 1 1' m A 1,, .1.'. 4E t 9 zr - O n C= • 1-4I A OO , ii! y 111" • 1 .r el I E°6 tCM1HG1a.J.01 41,0 mac,,ma,.. DAM O]/IIA) �j 3Y $ 1 - t V i6 E Y b ' "J aa2Ppt wa , p,, / r 3 1.e i ! J s v, • ` t t 11 1 % \ . J. .2i, r �.. m 1 • c i ' p _'- YI 1 t� 's Sz!;o'r 7 \r 'te d ; H.•4.' _ i- Y .l :, V- h W t . \ 1 / �i a j M1It , Y fr—A t, •••••.,),'It YM n • # . y\0 T, S 1,. 4, �+ ‘''''L 1$$\%3 \ \\Izerlte z 4 C-D-A, -. '.' I 1 1\111111111"'- ' ''s. i ril , , ) dl (:::):11 r /01111011111.111111111. \,, -7,.\\ \ \$$ \ \ \ \111111\\'.;'' . SO 94 ii s iiir • \ \1 1\2: hN I vol �F' I . !iy -_,.., < in li s8 x.:1 . . .„ ..i,:. \ . ilig `, ¢ I g N T. '-\ '''' ' , *10:'.-,-1.c‘ t4t,‘ - -00 N I , ,, it‘ � r. ` a • '\ r Ilt - \, • 1111111111- / 'b , 7 u • P r✓�oY� J Hu � NDN P I Z �) ti'I' • n H, I 3 z 0 i 0 ----...... v -.,, 2. N. ��O RO I �, ytiD 1_. Y N� W I ♦ .S r-� P o `'a, C- ` `9ti'. i N N OcQ t�1 0 ,w .c d•••m .a• 8 4. • 4 47 • 8 ,wo „�$� ice, (y]\ \ \ , , \ \,{.�' ofd-7-� � ` t 9R•, v . ...1::::'-7...--_' u i ✓' A .tit •� . ... _ n 11.) •-•;., ,. ,,,,...:.,i,:-. ,� A ::::::::,11:::,v, 7 ` -� nor °•.0,......." .1;11(...:,,),....„ / %f ,... . .... 1 th r>!� ` . 7 • e 1 0 .9'2U Psi.--s" ik --,-"..',.1!7...::,.. % F � 1 1 9.6 •C hYJ, O \ , ' O v 7 Q F fI/u tti t, r� , t1 �. i..> (,:t, • 111' �[4j{� h�` 1 c•y lt'. Z' ` h ! + O I c n ya.t j a "�. Y, • 0 4 e t 'Nrj Jh::r ',ow _ . i i ri\ Rai (-- \ F tF. • ` G Tg �0.•lS�.,' f a 1\ .__'.a --7/ ** ,' . a ` '- (:: st 16111 I ,\ , 07 V,T. .1.� '[V-q•, CS}q 1 4\. ----.._;4:E175: yW� \tit '7.1 . —a 1 •3 0 \ \$ a corn' `' \\%i w 40 ' ,......kr....„ ‘,.. ''' ' i\111\ c•I\10 Fr;`) �fI .� �;I ° r 33/ �� U F� / n Rn co9 N ..,,.....,..e 0 4.. / 71l. .."----.....,,,__ it:. .,' 37-11, , ,ea.,Q 4(1 el : a. -.. u111 W l. O x.: • yyh 4 ° �� t4\\ ......:76i ‘11.1-c,\ O• O11101\''Y'' 41 11 O^� h ;n P. . 4.!s m �' N a NI W S O O �� • syr _ A .• ° -7: i i _ 13.,' ;,,,,,x.... . • ..•oei _, .../ -_:,r1 I-4, , - 1 ..._. ,.: •. -• 01 , I-------: . - ,-•• a v, 1 _,00 e • P tr I ------ 1 4'. 11.4 A • ,, ... w p 2 r —41- ,4 1 o ."- lr. i et • • .._ \ to.,•:, -....._ '''' to w V ° / L,i •••• , iN 41 -t 0 'fi-441 622, 1;L_' \\. i, l• VI r I 1.:1 iflp gr 1-'' ii Jt i s stsi i l: ril 1 '-i'l r* •,, :II- ."-.11 III iltE 1'1111 -4 I iji-i1:431 ;F11 111 i F i ili;11 usgg i =ill ;11.ii It:, to 5 it1 .7.11": WIR11;7. 1-2' 9 1:115. 1 ilik g ]-1i :iV2 -iti I jii ril 1 il i ! i%I.1. li%i- -11 ill g 11,i .1111i:13. ii t..- 11 -S22. iii !it!.71.. 1411 l''-' i 12.0-r 1 013- 12 *. ltli 1. iltl ' 1 i Iiii: T11 it:1 i IsL:31 21 II Ei 1 1 IllilAIR till 1 1;11 - lilt' f 11;1:1 11 .:;1;-t 1 ail-. ii.i t, - is 4101 iiiiii t -fit 1 11 1 1 P. i'lielit I W1A vl • . 1 1.1‘ A - a 1 -,..4 1 ji 1 1 l'"i 1! hi i aliii. 4 lia : .1,1 2 I ti 1 2 - ..; ---,..'" ... .. ' , '' *.' ., 1.1.-....* ... , • 911 la i .,.. sr! 1.311 I" lil iiil • lia '1.11 . 1 1 1 ill 1 Illi:;1/111 , I I' 11. gvil il is il II as / A , 1 1ltii, 1 I: till li i ti li it 1 1 ' A I '8' 1 1 t 1111 li11131 7 j4, di 11 1 fa „i iir,„, ., t. ,,.„ . ,, ,, 1 Is a t I 1 ' T. jilk. 4 L "'" 411 el it Is .g 3 -i -. • i I - ...-- k,v-Arrmv"--MINSI*667 a George Hermanson From: Waters, Daniel[dwaters@sfwmd.gov] APPLICATION NUMBER Sent: Friday,May 16,2014 9:16 AM To: George Hermanson Cc: McKennaJack 1 4 0 3 3 1 '" 16 # Subject: RE: Pelican Bay Commons Appl. No. 140331-16 Sorry for the delay in responding. This approach works for me and will satisfy the WQ comments in our letter. Let me know If you need anything else on our end. Dan Waters, PE South Florida Water Management District 2301 McGregor Boulevard Fort Myers, FL 33901 Ph:(239)338-2929(ext. 7763) Fax:(239)338-2936 Email:dwaters(asfwmd.gov From:George Hermanson(mailto;GeorgeHermanson@hmeng.comj Sent:Thursday, May 01, 2014 1:22 PM To: Waters, Daniel Cc: McKennaiack Subject: Pelican Bay Commons Appl. No. 140331-16 Dan, As follow up to our meeting on Tuesday,this is my summary for the response to comment Nos.2 and 3 in your staff's letter dated April 24th. These comments had to do with discharge rates,detention volumes and water quality resulting from the modifications to this storm water management system. As your staff may recall from the preapplication meeting of.last,Augftst: 'h,the plan was to slightly modify and relocate the:detention areas. and maintain the volume of detention of one inch over the drainage area,which was the original basis for permitting the site. Our first submittal included plans and calculations verifying that one inch of detention would be maintained. We also pointed out that we were adding a control structure to regulate discharge and control the detention storage in the system,which currently did not exist. In Tuesday's meeting you recommended,as a response to these comments,that we provide additional retention volume for the added improvements on the west side of the site. This volume would occur below the control elevation of 4.0'and the storage quantity would be one inch over the added area,plus 50%per current SFWMD water quality policy,then credited by 50%per the Basis of Review. Attached is a site plan highlighting the added area of improvements which is approximately 24,200 square feet. The retention volume is: 24,200 x 1/12 x 150%x 50%=1,513 CF The new westerly detention area will provide this retention volume. The bottom of this area is approximately 3,590 SF with an average elevation of approximately 3,5 ft.(0.5 ft.below control),and this bottom area will be left at existing grade. The retention volume provided is: 3,590 x 0.5= 1,795 CF Therefore,this detention area will also accomplish your recommended retention. 1 We request that you confirm that the above adequately addresses your staff's comments and represents an acceptable design,or please let me know if you have any additional questions. We appreciate your assistance. George H. 1--Iermanson,P.F. . Senior Vice President/Princi.pal 1-Tole Montes,Inc. 950 Encore Way Naples,FL 34110 Phone: 239-254-2000 Fax:239-254-2099 Cell: 239-450-1483 Georgehermanson@luneng.com We value your opinion. Please take a few minutes to share your comments on the service you received from the District by clicking on this link. • 2 ,; . , ._ iP POINT OF P 111_ ,C A I o Q V o L M D BEGINNING (120' PUBLIC R—O—W) N.E. CORNER �_ ' PELICAN BAY UNIT ONE PARCEL "D" 4t„ vo.-- * " - P.B. 12, PGS. 47-52 " �' t _ ._ 07 C1 , � s ' _ ." O 1r k O _ . z Z •• J LL Z A- I-1-1 W N � � � � Q Uma Q �` ". r 40. CO < -- m 0 , ' p LC) Z CNI N N r, , ,:." ,: A N(� J ZO N W ...° °. mC ? C7N 0 fO N CD N <N Q � � Q a U rii Lo N 00 0 ul _ CO W LI 01 J 2 2 0 • W Q Cf.) F— J d W z I— . W a U O F— a',f �,-• W ` 0 M 741- .1 " ; c, o 40 AD " V rte. E "".1. , A; -1'"\ ' 3 ""Ittr "1,,,, #3,7 140. 2 0 it r 21 •. filit QWa W' rt - d cV� � WQN �' Wd• Wr Q � —Odr W •; sad ;1r .7,1;it - liltIL}N Z m OF °- NAPLES w - R ace O.R. 1320, PG 1393 E LLN � `( < L6 CC O WEST LINE PARCEL "J" �S•W• CORNER 'ik ..:.. PARCEL "J" COLLIER COUNTY POLLUTION CONTROL LABORATORY QUOTE FOR SERVICES Project: Pelican Bay stormwater lakes water quality monitoring Client: Marion Bolick Company: Pelican Bay Services Division Due Date: Project Description: Collection and analysis of water quality samples at 30 sites quarterly.1 equipment blank and 1 field duplicate. Reporting requirements:Results will be submitted in ADaPT and pdf format. Special Instructions: Field Services Task Hourly Field Time #of Events Total Rate Field Sampling&prep $32.13 24.0 4.0 $3,084.48 Field Sampling $32.13 16.0 4.0 $2,056.32 Total Field Services $5,140.80 Analytical Services Parameter Unit Cost Quantity Total Cost ' Ammonia $8.81 128 $1,127.68 Orthophosphate $8.59 128 $1,099.52 TSS $8.74 128 $1,118.72 Nitrate-Nitrite $7.00 128 $896.00 Hardness n/a 128 $0.00 Arsenic $8.71 128 $1,114.88 Zinc $8.71 128 $1,114.88 Copper $8.71 128 $1,114.88 Magnesium(For Hardness) $8.71 128 $1,114.88 Calcium(For Hardness) $8.71 128 $1,114.88 Nitrogen-Total Kjeldahl $11.61 128 $1,486.08 Phosphorus-Total $9.71 128 $1,242.88 Dissolved Oxygen(Field) $0.00 128 $0.00 pH(Field) $0.00 128 $0.00 Specific Conductivity(Field) $0.00 128 $0.00 Temperature(Field) $0.00 128 $0.00 Total Lab $12,545.28 Quote Date:3/17/2015 By:R. Watkins Quote good for 30 days COLLIER COUNTY POLLUTION CONTROL LABORATORY QUOTE FOR SERVICES Other Data Management and STORET Entry Staff Hourly #Hours #of Events Total Rate Senior ES $41.06 $0.00 Principal ES $47.93 $0.00 Total Other $0.00 Grand Total Field Services $5,140.80 Analytical Services $12,545.28 Other $0.00 TOTAL $17,686.08 All laboratory analyses are performed using standard quality control(QC)procedures,data reduction, and reporting in compliance with requirements in Standard Methods for Examination of Water and Wastewater,20th ed., EPA Methods, Florida Administrative Code(FAC)62-160,and the National Environmental Laboratory Accreditation Conference(NELAC)Standards.All field sampling methods are in accordance with the Florida Department of Environmental Protection(FDEP)Standard Operating Procedures DEP-SOP-001/01 and Quality Assurance Rule, FAC 62- 160. Quote Date:3/17/2015 By:R. Watkins Quote good for 30 days Background information for May 6, 2015 PBSD Board meeting Update on projects. Yield signs to replace stop signs at eight crosswalks in PB were installed the first week of April. Tidal gauges for Clam Bay have been ordered and are expected to be installed in the next 6-8 weeks. Board members will be asked to approve a bid for lake bank work associated with Oakmont Lake pathway repairs at the June meeting so that PBSD work can be completed in early summer,allowing the PBF time to complete its work before next season (email attached). Administrator feedback and contract renewal. Attached is a copy of the Scope of Work. Interested Board members may offer their comments during the board meeting on one or two areas in which they feel the administrator performs particularly well and one or two areas in which they would like to see improvement. Mr. DorrilI,who has served as PBSD's administrator since June 2009,is completing the first year of his second contract that has three one-year renewal options. The contract is for 520 hours per year for$82,500. Action on contract renewal and the request for additional compensation will follow the feedback. Committees. Attached is a copy of current committee assignments. Committee chairs will have an opportunity to highlight major focus areas of their committees during the meeting. I have no expectation that our commercial member will serve on committees unless he elects to do so. I think five members on the Budget,Clam Bay,Landscape and Safety,and Water Management committees and three on the beach renourishment committee are appropriate numbers. I would appreciate board members letting Lisa know by May 8 what committees they are interested in serving on and their interest in chairing any committee. 1 hope to finalize committee assignments by May 13. Ordinance. The attached ordinance outlines the purposes and powers of the PBSD. Legal opinion.Attached is a recent opinion by County Attorney Jeff Klatzkow. This opinion was sought to determine whether the PBSD or the Pelican Bay Foundation (PBF) has responsibility for repairing the Oakmont Lake Pathway. Neil and I met with Mr. Klatzkow on April 17. To be consistent with Florida law,the PBSD should be compensated if it performs work,such as landscaping,on private property. Outstanding meeting minutes. For the past year meeting minutes have been prepared by an outside vendor rather than PBSD staff as in past years. A plan to get caught up on these minutes is needed. (See attachment.) Budget. Board members will be asked to approve PBSD's FY'16 at the June meeting. The staff is requesting a 19% increase in the nonadvalorem assessment,including three additional full-time landscape workers ($150,000); one additional and two upgraded temporary landscape workers ($114,000); a project manager($50,000);new vehicles and equipment($243,000); and upgraded sprinkler system equipment($115,000). Henry Bachman, chair of the Budget committee,may provide additional information on this topic at the meeting. PBSD landscaping work on PBF property. Neil and I discussed this topic with Dave Cook,John Chandler,and Jim Hoppensteadt on April 23. Preliminary information shows that about one-third of PBSD's landscaping work is done on PBF property. It appears that the PBF may consider using outside vendors to perform its landscaping work in lieu of compensating the PBSD. I think the PBF needs several months to evaluate its alternatives so one way forward may be to implement changes in landscaping at the beginning of FY'17 (October 1, 2016). The goal would be for PB members to pay about the same for landscaping,with the PBSD assessment less and the PBF assessment more. Summer meeting schedule. As in past years I am proposing that the PBSD Board not have an August. meeting. To confirm that we will have a quorum to hold meetings on June 3,July 1,and September 2, I would appreciate Board members letting Lisa know by May 8 if they will be unable to attend any of these meetings. Gulf Bay and median changes near Waterpark Place. Gulf Bay is planning to begin selling units in the last two high rises at Waterpark Place in late 2015. Based on a discussion at a recent PBF Board workshop and my conversation with Joe Parisi at Gulf Bay,it appears that Gulf Bay,after discussions with PBF reps,is pursuing approval from Collier County to create a cut-through in the median across from the Marker 36 parking lot so vehicles going north on PB Blvd.can make a left turn directly into the parking lot. This change in the median may be done this summer. It would result in changes to landscaping and irrigation that PBSD installed last summer and the removal of some trees. It appears that after the two high rises are built,Waterpark Place residents will have one entrance/exit at the north end of the property and an exit at the south end of the property from which vehicles can turn right only. It appears that the other current cut-throughs in the medians near Waterpark Place will be eliminated. Susan O'Brien April 30, 2015 ORDINANCE NO.2013 -61 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 2002-27, AS AMENDED, WHICH CREATED THE PELICAN BAY MUNICIPAL SERVICE TAXING AND BENEFIT UNIT, BY AMENDING SECTION FOUR, PURPOSE AND POWERS, TO CLARIFY THAT BEACH RENOURISHMENT IS ONE OF THE PURPOSES OF THE UNIT; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on May 28, 2002, the Board of County Commissioners (Board), adopted Ordinance No. 2002-27, which superseded, repealed, and consolidated prior ordinances relating to the Pelican Bay Municipal Service Taxing and Benefit Unit("Unit");and WHEREAS, the Board subsequently amended Ordinance No. 2002-27 by adopting Ordinance No. 2006-05, Ordinance No. 2009-05, and Ordinance 2013-19; and WHEREAS,the Board desires to further amend Ordinance No. 2002-27, as amended, in order to clarify that beach renourishment is one of the purposes of the Unit. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: AMENDMENT TO SECTION FOUR OF ORDINANCE NO. 2002-27, AS AMENDED. Section Four is hereby amended as follows: SECTION FOUR: Purpose;powers. The Unit is formed for the purpose of providing street lighting,water management,beach renourishment, ambient noise management, extraordinary law enforcement service and beautification, including but not limited to beautification of recreation facilities, sidewalk, street and median areas, identification markers, the maintenance of conservation or preserve areas including the restoration of the mangrove forest preserve and to finance the landscaping beautification of only that portion of U.S. 41 from Pine Ridge Road to Vanderbilt Beach Road in the above-described taxing and benefit unit and to that end shall possess all the powers to do all things reasonably necessary to provide such services. The Unit will be solely responsible for advising the County on dredging and maintaining Clam Pass for the purpose of enhancing the health of the affected mangrove forest,and will manage such activities for the County. Words Underlined are added;Words Struek-4:1-iretigh are deleted. Page 1 of 2 SECTION TWO: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law,the more restrictive shall apply. If any phrase or portion of the Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FOUR: EFFECTIVE DATE. This Ordinance shall be effective upon filing with the Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida,this Zz- lay ofc*C ,c , 2013. ATTEST: _ .---,01„,.) BOA OF OUNT f COMMISSIONERS DWIGI ATTEST:_ RCcKK,.CIerk COLLIER;C• TY,IIFLORIDA By: AT By: e Cie I. GE e • ^. 7 LER, ESQ. Attest as to Chaittiin CHA •W• AN sig ature 41,;c1-......,Ivv 4sjct bepnrand legality: ;# Jeffrey'A.`V atzkow Count A orney This ordinance filed with the Secretary of StateOfnce he i 09 day of ., QG"", and acknow!edcemen�tthat filing re eived this day of IP" _i. By ,DepwtycFo Words Underlined are added;Words Stmek--Tlireugh are deleted. Page 2 of KlatzkowJeft =: Oakmont Lake Pathway .: February 25,2015 at 11:33 AM Neil Dorrill ; Richard Yovanovich Jim Hoppensteadt HillerGeorgia Gentlemen: You have asked me to opine as to who is responsible for the maintenance of the pathway which in part parallels Oakmont Lake. In keeping with this request, I have reviewed the information given to me (which is attached), inspected the pathway last Friday,and have spoken with Mr.Dorrill. The argument that the Pelican Bay Services Division is responsible for the pathway's maintenance centers around a 1990 lake maintenance easement granted to the Division. I do not believe that it falls within the scope of that easement,however,as the pathway serves no drainage purpose.As the pathway.does not fall within the scope of the easement, maintenance follows ownership, which for now appears to rest with the Foundation. Occasional maintenance by the Division of the pathway did not convert the pathway to public ownership. With that said, I note that the pathway connects several residential neighborhoods with a playground and in my view operates in the same manner as a sidewalk would. Mr. Dorrill has advised me that the Pelican Bay Services Division has historically maintained the sidewalks throughout Pelican Bay.As set forth below,with the consent of all parties,this pathway can become a part of the sidewalk inventory maintained by the Division. Article VII,section 10,Florida Constitution,prohibits counties from using their taxing power or pledging public credit to aid any private person or entity. In order to satisfy Article VII, section 10, Florida Constitution, the expenditure of county funds must be for a public purpose. The Attorney General, in several opinions concerning - - whether public funds may be expended for improvements to private property such as private roads and sidewalks,has considered whether the governmental entity has a property right or interest in such property or whether the public has an easement or right to use the property.See AGO 2002-48,attached above. The Pelican Bay Services Division is a unit of Collier County government. In order for the Division to utilize public funds to maintain the Oakmont Lake Pathway(as MSTU dollars are public funds),the pathway should be in some form of public Ownership.Ownership can either be in fee or by an easement. An acceptable approach would be for the Foundation to either quitclaim the pathway to the County in fee or grant the County a public access easement over the pathway.The Board of County Commissioners would need to accept the conveyance. Whether the acceptance is conditioned on the Foundation providing some funding to bring the pathway up to acceptable standards is an issue that I will defer to you to negotiate. As you know, Board policy for many years has been to generally condition acceptance of infrastructure (roads, sidewalks, sewer lines, etc.) on meeting County standards before accepting for future maintenance. With that said, like all policies,this requirement can be waived. Jeffrey A.Klatzkow County Attorney (239)252-2614 \3 From: Susan O'Brien naplessusan@comcast.net g Subject: Oakmont lake pathway Date: April 16,2015 at 2:58 PM To: David Cook merlincdc@gmail.com Cc: Neil Dorrill Neil@dmgffL.com, James Hoppensteadt jimh@pelicanbay.org Hi Dave, Neil and I discussed the Oakmont Lake pathway today. At its June meeting the PBSD Board will be asked to approve a bid for the Oakmont Lake embankment work identified by PBSD's engineer in his report reviewed at our April board meeting. The goal is to have this work completed in June or early July so that the PBF can complete its part of the work. To be consistent with County Attorney Klatzkow's recent opinion,PBSD will not be doing any work relative to the bollard lighting along the pathway. We will keep you posted on our progress on this project. Our goal is to get in,get done, and get out of your way. Please let Neil or me know if you have questions or need additional information. We really appreciate the work the PBF will be doing to make Oakmont Lake pathway safe for our members. Thanks, Susan O'Brien th c • 4 • A Z 4117 ' ■ • . 00,11\it\V - lc . e, m E. i W. Cy 1.1.. ow Z' ll / '1111# . B 11- a R . , aeI wa d f �'.? From: Henry Bachman [mailto:hl.bachman@gmail.com] Sent: Monday, April 27, 2015 10:08 AM To: ResnickLisa Subject: Water Management Permits and Easements Lisa, send this email and attachments to the Board as a one way communication. At the April 23 Water Management Committee meeting I offered to refer to the Committee information that I had gathered from the SFWMD permits regarding water quality measurements and other aspects of the Pelican Bay water management system. The attachment to this email, "Pelican Bay original SFWMD Water Management permit", dated August 1978, is the application for permit 11-00065-S for 5 of the 6 drainage systems. Sections B.1. and B.2.,pages 7 & 8, refer to Water Quality Considerations. In B.2. are the water quality monitoring requirements for discharges into Class II waters (Clam Bay). The requirement is to collect samples monthly, from June to October. The specified parameters are: nitrates as N, nitrites as N,total kjeldahl nitrogen as N, ortho-phosphorus an P,total phosphorus as P,total suspended solids, BOD5,turbidity, conductivity, D.O. and pH. These parameters seem to be consistent with what we are doing for our monitoring program at this time, but we are sampling at a much higher rate,throughout the year. There is also a requirement to measure, at the time of the water quality samples,rates of discharge and estimated total monthly discharge. I do not believe that we do this. A second attachment to this email "sfwmd surface water management permit conditions", a permit dated October 1989, was provided by Administrator Dorrill. It refers to the earlier permit, 11-00065-S, for drainage Systems IV and V. Limiting Condition 2.refers to the same water quality sampling and discharge rate and flow sampling as the earlier permit but is much less specific, only making reference to Chapter 17-3 of the Florida Administrative Code. That administrative code has since been replaced by Chapter 62-302. See https://www.flrules.org/gateway/ChapterHome.asp?Chapter=62-302. This document is mostly incomprehensible to me. The closest I get to finding sampling criteria is the Table, 62-302.530. It may be that the water management system is classified as surface water and that may be Class III. It is clear that Clam Bay is Class II. The Special Conditions 4., System IV, and 4. & 6., System V make the permittee responsible for correction of erosion, shoaling and water quality problems resulting from the operation of the water management system. Special Condition 8., System IV, specifies the embankment lake slope of 4:1 (H:V). I have also reviewed several Easements granted by WCI to the PBID provided by Agnoli, Barber &Brundage, also attached. Oak Lake Sanctuary—the PBSD easement is for"drainage, including the construction, maintenance, repair and replacement of drainage swales, structures, pipes,manholes and related appurtenances". Nothing here about lake embankments, aeration, literal plantings, algae, etc. Oakmont Lake,North and South—the PBID easement is for"drainage, including the construction, placement, maintenance, repair and replacement of drainage swales, lakes, embankments, structures, pipes,manholes and related appurtenances". Here there is reference to maintain embankments,but not for aeration, literal plantings, algae, etc. The easement also gives the owner the responsibility"for the cost of repairs, replacements, maintenance or restoration of improvements (bike paths, lighting fixtures, etc) and landscaping". Golf Course- the PBID easement is for"drainage, including the construction, placement, maintenance, repair and replacement of drainage swales, lakes, embankments, structures, pipes, manholes and related appurtenances". Here there is reference to maintain embankments, but not for aeration, literal plantings, algae, etc. The easement also gives the owner the responsibility "for the cost of repairs, replacements, maintenance or restoration of improvements and landscaping,including sodding". In light of our recently learning from the Collier County Attorney that Florida Statute prohibits using public funds for private purposes, I believe that it would be prudent for the PBSD to get an opinion as to if and how this statute might limit the PBSD funding of certain activities with respect to our water management system permits and easements,just as we have in connection with certain activities we have been doing or were expected to do for the Foundation. Henry Bachman h.bachman@ieee.org 239-325-9234 Telephone &FAX 207-776-8418 (c) From:Neil Dorrill [mailto:Neil@dmgfl.com] Sent: Wednesday,April 29, 2015 11:11 AM To: ResnickLisa Subject: FW: Easements I want this as backup for the May mtg.this subject. Neil From:Neil Dorrill Sent: Wednesday,March 18,2015 4:57 PM To: 'Henry Bachman' Subject: RE: Easements By copy of this note I'll ask Lisa to obtain a copy of the Master Surface Water Permit for you to review more closely. I presumed this was covered as part of your recent meeting with Kevin and Jim Carr. The permit is what outlines our responsibilities for operation and maintenance activities. Concerning Oakmont, staff has been authorized to obtain a letter of modification to this permit to allow us to install rip-rap at this location for those areas within our easement. If additional improvements are desired as was the case at La Ambiance they would be responsible for those costs. Certain activities like lake spraying, aeration or littoral plantings are part of our stewardship efforts and are more performed for esthetic reasons and not requirements. Neil From: Henry Bachman [mailto:hl.bachmanc igmail.com] On Behalf Of Henry Bachman Sent: Monday,March 16,2015 7:35 PM To:Neil Dorrill Subject:RE: Easements Neil, let me try to clarify what it is that I am looking for. First, at the last Board meeting you seemed to imply that you had a very clear idea of what the PBSD responsibilities were with regard to Oakmont lake.And, in fact,when I asked,you indicated that you would be certain that we would do no more than what was required of the PBSD. So I was hoping to see what it was that you have that more clearly spells out the PBSD easement responsibilities for Oakmont lake. Did I misunderstand you? Another question went to matters beyond lake bank erosion,having to do with other presumed PBSD responsibilities such as aeration,algae control, general appearance, etc., and what the easements said about that, if anything. Finally, so as to see another example of a PBSD lake easement, and one that was timely because we are considering at this time applying rip rack to the embankment, I asked to see the easement for the Oak Lake, lake 1,basin 3. This was all as a follow-up to my earlier meeting with Kevin and the engineers where I believe that they agreed to provide me with some examples of the actual PBSD easements. Do you think that these requests are unreasonable,or that the easements are not available,or what? Henry Bachman h.bachman@ieee.org 239-325-9234 Telephone&FAX 207-776-8418(c) From: Neil Dorrill [mailto:Neil@dmgfl.com] Sent:Monday, March 16,2015 10:58 AM To: Henry Bachman Subject: RE: Easements Mr. Bachman: Sorry for the confusion as Kevin provided you the South Florida Water Management District construction and operation guidelines for storm water lakes at the end of February. As you know we are the entity responsible for the operation and maintenance of the system under the master permit . If you are asking us to provide language within a lake maintenance or drainage easement stipulating that we are responsible for lake bank erosion I'm quite certain that none exists. I'm not sure what else I can provide at this point. As many of our lakes are seriously eroded I'm hesitant to request a written opinion from the district as that could expose us to costs beyond those budgeted for this effort each year. Neil From: Henry Bachman [mailto:hl.bachman(c igmail.com] On Behalf Of Henry Bachman Sent: Monday, March 16,2015 8:49 AM To:Neil Dorrill Cc: Kevin Carter Subject:FW: Easements Is there any reason why you have not responded? Henry Bachman h.bachman@ieee.org 239-325-9234 Telephone&FAX 207-776-8418 (c) From: Henry Bachman [mailto:h.bachman@ieee.org] Sent: Thursday,March 05,2015 1:47 PM To: 'Neil Dorrill(neil@dmgfl.com)' Cc: 'Kevin Carter' Subject: Easements Neil, apropos the discussion at yesterdays PBSD BOD meeting,can I see the Easement for the Oak Lake, lake 1,basin 3. That would serve as another sample in response to my earlier request of Kevin to see some representative water management lake easements, and the Conditions attached thereto. You also implied,during our discussions regarding Oakmont Lake,that you have access to more definitive information regarding the specific extent of our responsibilities for the embankments under the easement. I did not see any such specificity in the easements for Oakmont that were in the Board package. Can you share that additional information with me? Finally,the easements I have seen include a very general statement about"... maintenance... of lakes..", this in addition to the"embankments"responsibilities. It is clear to me how this maintenance responsibility would apply to the general maintenance of the water management system to satisfy the discharge requirements.But it is not clear to what extent this would include such responsibilities as aeration,algae control,general appearance, for example. Where does one find a more explicit statement of such PBSD responsibilities? You should understand that my question and concerns in this regard are so that I can feel comfortable with the fact that the PBSD is not performing services through our easements on private property that would otherwise be the responsibility of the property owner. I am prepared to meet at any time of your convenience to discuss these matters further Henry Bachman h.bachman@ieee.org 239-325-9234 Telephone&FAX 207-776-8418(c) � South Florida JOHN R.MALOY,Executive Oiraeto II 3 Water Management Di' tri tt --•0 POST OFFICE BOX V,WEST PALM BEACH,FLORIDA,33402 TELEPHONE 305.68643800 IN REPLY REFER TO: Application No. 04178-C August 3. 1978 Pelican Bay Improvement District • Collier County Courthouse Naples, Florida 33940 • Enclosed is a copy of this District's staff report covering your permit application. The recommendations as stated in the staff report will be presented to our Governing Board for consideration on August 10, 1978. Please contact this office if you have any questions concerning this matter. If we do not hear from you by the above date, we will assume you concur with our recommendations. Sincerely, • Vern Kaiser Water Resource Technician Supervisor Resource Control Department VK:npt cc: Daniel W. Brundage, P.E. • Stanley W. hole & Associates, Inc. • • • • Robert L Clark Jr Robert VV Padr¢k VV..1.Scarborough R.Hardy Matheson Ben Shepard Chairman F iris Laudrr.r•' Vice Chairman Fort Pierce Lake olaad %%ami Hialeah Stanley Hole Maurice L. Plummer Nathaniel Read J Neil Gallagher John L.Hundl,y Napin Fort Myers Hobe Sound S'.Cloud Pahok“ Formerly Central and Southern Florida Flood Control District M I Application No. 04178-C for Surface Water Management Permit Pelican Bay Improvement District - Collier County •i 3 STAFF REPORT ABSTRACT This application is for conceptual approval of 1450 acres of a 2104 acre 1..,- site : .site in Collier County, and for construction and operation of surface water management systems to serve 539 acres of Phase I of the Pelican Bay project I (sea Figure 1). The surface water management systems wil' consist of a t series of detention areas, conveyance swales, detention berme and control .: structures which will discharge through existing wetlands via sheet flow. The staff recommendation is for conceptual approval of the 1450 acre portion I . : of the project and approval of V e construction and operation of Phase I _ __ as proposed with conditions. i i THE APPLICATION A. Purpose of Application ' The application is for conceptual approval of five (5) surface water management systems to serve a total of 1450 acres of developed property, and for a permit for the construction and operation of System 1 and System 2, which comprise Phase I (see Figure 2). The drainage systems will drain westerly to Inner Clam Bay, Outer Clam Bay and Upper Clam • • Bay. The land area served is in Sections 4, 5, 8 and 9, Township 49 South, Range 25 East and Sect»ns 32 and 33, Township 48 South, Range 25 East. B. Existing Facilities The site is presently undeveloped. 1 of 14 1 > ' • •• %' a4' w f -f:is C. Proposed Facilities (see Figures 3, 4 and 5) 1. Drainage System No. 1 will serve an area of 175.48 acres. The water . ' management system will contain three detention areas with a total .;.: ' area of 19.58 acres. The detention areas will be interconnected by > :' shallow conveyance channels and culverts. The final outfall structures : .-' will consist of six weirs with crest lengths of 2'-4" each, crest �*',14- elevations of 2.90' MSL, and 21/2' diameter bleed down orifices with �:. ' _ - invert elevation of 2.00' MSL. A spreader swale will be located along . .j :1. -.:�'4P;4 ' r the western boundary of all five systems to create sheet flow dispersion i of runoff. is : .fir. . 2. Drainage System No. 2 will serve an area of 363.76 acres. The water _y1 rT .1.. .;.-.:::-,1 management system will contain five detention areas with a total area : s 1 of 50.32 acres. The detention areas will be interconnected by culverts. itt. The final outfall structures will consist of nine weirs with crest t . lengths of 5'-4" each, crest elevations of 3.90' MSL, and 4" diameter t bleed down orifices with invert elevation of 2.00' MSL. I( Yti 3. Drainage System No. 3 will serve an area of 244.35 acres. The water ; i management system will contain five detention areas with a total area I of approximately 38.3 acres. The detention areas will be interconnected i. by shallow conveyance channels and culverts. The outfall structures will i consist of eight weirs with crest lengths of 4'-5" each, crest elevations i of 3.70' MSL and 4" diameter bleed down orifices with invert elevation • of 2.00' MSL. 4. Drainage System No. 4 will serve an area of 404.00 acres. The water management system will contain eight detention areas with a total area of approximately 50.0 acres. The detention areas will be interconnected 2 of 14 I by shallow conveyance channels and culverts. The outfall structures will consist of ten weirs with crest lengths of 3'-0" each, crest elevations of 3.60' MSL, and 31" diameter bleed down orifices with invert elevation of 2.00' MSL. 5. Drainage System No. 5 will serve an area of 261.83 acres. The water management system will contain five detention areas with a total area of approximately 28.0 acres. The detention areas will be interconnected by shallow conveyance channels. Detailed calculations submitted indi- cate that the outfall structures for this system will consist of approximately seven small weirs with crest elevations of 2.80' MSL and crest length of approximately 2'. 6. An approximate 94 acre area in the northwest corner of the project (see Figure 2) is specifically indicated to be not a part of this application for conceptual approval. Design for this area is proposed to be of similar water management concept and may be !:.ibmitted for review in the future. BACKGROUND A. The Pelican Bay Improvement District was established on November 7, 1974 by a special act of the Florida Legislature. The act provides for management of the affairs of the District by a board of supervisors and assigned certain powers and duties to the board to carry out the purposes of the District. The District can assess and collect benefit tares, maintenance taxes, ad valorem taxes and can issue bonds to finance the construction and operation of the works and projects of the District. 3 of 14 • I i a f 1 B. On June 4, 1976 an Application for Development Approval (ADA) was i submitted for the Pelican Bay project. On August 13, 1976 the District (FCD) issued an impact assessment report on the project (see Appendix A). The District's review of the project identified three (3) major issues of potential adverse impact requiring resolution: 1. The capability of the Floridan aquifer to meet the potable demands of the proposed development on a long term basis, and without adversely impacting any othP- water supplies in the area, both qualitatively and quantitatively, has not yet been documented. 2. The existence of a disposal zone in this area for the proposed deep well injection of waste brine and sewage effluent has not yet been documented. 3. The proposed filling of 128 acres of saline wetlands, or approximately 45% of the wetlands on the site, will adversely impact 109 acres of mangrove community and will result in a reduction of valuable habitat for rare and endangered species which utilize the site. The applicant has satisfied the above three issues as follows: 1. Proposed potable water demands will be met through withdrawals from the Tamiami Zone I Aquifer System fron a wellfield to be located approximately 4 miles northeast of the project as approved by SFWMD Water Use Permit No. 11-00052-W. 2. Deep well injection is no longer proposed as a means of wastewater disposal . The project will be served by a central wastewater collection system and an on-site wastewater treatment p:ant. The treatment system will consist cf activated sludge with contact stabilization followed by 4 of 14 1 f O..TM n ! .1 n F rS ..Fsjl7 >-. • f ie.. • 44. !t multimedia filtration, disinfection and effluent discharge to a �1 ' sealed pond. The effluent will be mixed with supplemental raw water • =r and/or the reverse osmosis reject water, and used to irrigate ;e. - r, the proposed golf course. 3. The wetlands of concern are those located in and adjacent to the northwest corner of the project which is specifically excluded from the plans evaluated herein. This area is still an area of environ- •. /0, mental concern and will be evaluated in the future under separate application. On April 19, 1977 Collier County issued a DRI-Development Order for the • • proposed Pelican Bay project. EVALUATION A. Water Quantity Considerations 1. Allowable Runoff For unregulated water courses (such as the Clam Bay Systems) the peak discharge and total volume of discharge after development should not • exceed the same parameters before development. For a project the size of Pelican Bay these criteria should be met for a 25-year 5-day storm ,- event. Thr applicant has calculated that the peak discharges iron the r''` project site prior to de'elopment during a 25-y♦ar 5-day storm event , will total approximately 1153 cfs, including off-site flows; a::d that V.4.,' . the total volume of runoff generated will be approximately 9.0 inches. ik 2. Flood Protection -f a. The minimum finished floor elevation is proposed to be set atr; 12.5 feet MSL. A flood insurance study of the unincorporated ~ areas of Collier County, prepared by Tetra Tech, Inc. for HUD '� r •. 5of14 *4 _ . --.....,ri.:...•_..-.•...—.-----., — �r♦'L '11,4 G1 f ti's•;.fy-iJgt'-t`�F"3n '3t 3 ,} �t� YeL�;�y.rsT�F'#'r `.i._::",r, .•w•3-s1' . ,r .i _ 7•--,r yri-44 t-:'� P �rrS 52tf^5 i e .izAx. Nidi �, : :S7 t ,,.� d�p.r.AA.,. me � 3r,� ✓p �'"a't F,.�'. y � _ • • v .C-�� Jl. crAti },,.... l" '4 y T A. 14 4. J'��'�.. yA i f` ,� �#� f. �°+3 k '� e;t2 xc j L " 1� t'w - irl+ ,,►; .. .. utak moi., 'i",V`•140-' fe:. i. r ,l,x/•':• �' r .e 9*,,,,. fry i:V rf:• C jT�t- ;ti.07,*1; y',v"/' 4.*r^ �4. .Y*.,-,,,,,;;;:.' \ s 4 :at i} 4 t. »,o. ....!,.14:j...:1",. +Y r sqR xr J' Afi•FE• ''.,,- jrt 7 Y a •t l:.;` :''' :''e c " �s_.• A. "g . r ysy"�E '' r uL��2"+,-t1 rf •.'.z++i.1,F});., �+•4...1, tr s � ,'}W3^y�Ydr`'`r xy�,y 7. �� . ( .F :s :-...1.41. S_q ,7'•.yp.. a ^lt !•,.i. ,ti.tN;;I:; ;/ice•- .:.:'•'_ 'F Y-5.;... ...;„.51.;,.:: n f i t7S'3 .. M e''Qr . l w Y;,.k :.'', + "� iP'�r� '+a �c. 3 ti`N �s� # 'r a.`"%'-..',�. ssF 1 y 'k%. S :?3 ' - i,+y,. • ?t p✓.:i a,�f &rc Y,.rte ',:..,*,,,...1.47'4.440;::;.4••---s1-• � � X; ,,. rs ♦. .. .. .. r..: I bij Pe..iy}'^'4 IrK •t.P:D $,i". 'r :•T .. • •aft. 0 k R K• indicates a 100 year storm frequency requency storm elevation of •w ' 12.0 feet MSL for this area. Based on the results of this study a minimum finish {, ed floor elevation: of 12.5 feet . MSL should offer r ad quat a protection from the 100-year storm h F'j � event. "z .o.„, b. The minimum road elevations will be set at 14.0 feet MSI, for - the eastern main road in System 1, 9.0for feet MSL the western main road in System 1, 13.5 feet MSL for the eastern main road .s,.' ''J in Section 1,:1x{ ,, 2, and yry^?sl8.0 feet MSL for road in the western main It'..., System 2. These ` x'= elevations offer adequate protection frac the 10-year storm event. °'r' 3. Apel icant's Discharge Cacit pay ct, >i `;k1'a= a. Of the total 1450 acres in Systems 1 through k yl, ' 5, approximately , ;, 41% is in 1mpervfous cover (see Table 2 '. :- ). System 1 has 55% `=,r•") iiapervious cover whereas S,. ,y system 2 has 32% due to a significant tf:r" ogeIgi portion in golf course. A 59.41 acre area commercial parcel in 1 , 7 '; the .'w, southeast corner of the project and System 1 will • ::: ":'.• Vi have a stoe +ater management gement s tem :•44 Ys which will be designed at a later .. , lqt A date and will incorporate it's . -i Iown retention-detention features :.F. on-site. • r{ v t,t b. Oaring the 25-year .g y 5-day stoner event the proposed five systesrs 'i' will discharge a total '` " peak amount of 1118 cfs, including off-site . . c_.Y , +ti{{ flows, and a total volume of runoff equivalent to approximately '. 1 11.0 inches. :.ray ;.1 :..; : }: a ' . •`�'-; 6 of 14 ` ' ' ♦ • - AT':'N/./.i.!'IpriWi'!�.4.'i '�.'-{KfI-Y-'d..:.4..w.err-c...,.. .��+.w•MYt:,+.� • g.an> B. Water Quality Considerations `•,' • 1. Best Management Practices (BMP) to insure water quality enhance- ment of stormwater runoff have been incorporated into the proposed water management systems. The use of detention areas should 2 enhance water quality by holding runoff over a period of time that will 1) allow sedimentation to occur, 2) give the opportunity for infiltration and 3) attenuate peak discharge rates. The spreader t • swale proposed along the west side of the project will allow the discharge to disperse as sheet flow which will provide the opportunity . • for natural filtration of stormwater through wetland communities. t: These methods provide means whereby suspended solids are filtered or allowed to settle out and thus reduce the impact of stormwater runoff. €= As a result, assimilation and absorption of nutrients and minerals can t . • • occur. Since these systems can became temporarily dry, oxidizing of organic material can also take place. 2. The Clam Bay Systems (Inner, Outer and Upper) have been designated as • Class II waters by FDER. District Rule 16K-4.035, Basis of Review of ' Applications for Construction of Works, requires that water quality monitoring programs be instituted for any project discharging to water bodies designated as Class I or Class II waters by FDER. Samples should be collected at final discharge points, which would be at one of the final outfall weirs for each System. Samples should be collected once ?�' • • per month during the wet season (June through October). Rate of discharge •�' at the time of sample collection and estimated total monthly discharge each month will be required. Parameters of interest will include nitrates as N, nitrites as N, total kjeldahl nitrogen as N, ammonia as N, ortho-phosphorus as P, total phosphorus as P, total suspended solids, ip7 of 14 'l A • • l at!y ti3 it {� AHI .j9 A.:L _2'l �.!�.c *!�''t•.. Fp f t-4f • y �y '. ` r 3 ✓ f ? i • Ks r js rxr ' , :�w% •- H x.h v fi - xes ; w C f T 4.t.:4 fi: s `.r 1 ..'z;:...0;/fJ ...'.,`,:).;1';,',::::::::,',,i.'1.''',,•'....‘,:: s i , s i r ;We:.r'" d'.ilii- .- re - 4. 5 5F nty � � : � ,_ + .'♦ Yskxr � Ff"�; rr Yf''A.{ 'rpnr.,. BOD5, turbidity, conductivity, D.O., and pH. This water quality mon- wiT.`., 's` itorinq program will aid in the determination of potential impacts 1.4., 1: 1 and if necessary allow for the redesign of future systems and incor- poration of operational changes in existing systems. . :}' C. Environmental Considerations .,.. 1 Based on information provided in the Pelican Bay application for development approval, there are several wetland vegetation zones located between the upland pine flatwoods to the east and the Clam :: Bay Estuary on the west. These wetland communities include red mangrove >;r X'�.;� forest, black mangrove forest, mixed mangrove forest, baytree strand. };.;... ;>;. mixed transition zone and blackrush saltmarsh. ,`l,F ntal concern in the deli n of the five surface water .- ,e:,r . The major environmental g. x„ <<«i management systems is the location of the western detention area berm ,r , F and spreader Swale. A recent field investigation of the site indicates `' will be constructed upland of the coastal wetlands. Since � , �`��:�,. that the beam 57.,..: ,`y,��.=� the detention area berm will not encroach on the wetland vegetat on zones,Xgfcm �;•.;� ='" .I there are no significant adve,^se environmental impacts anticipated froom 1.i.:!;;'''.1 this project. 1,.;-k. '',•;•:1:13.5 D. Land Use Information '' 1. :` The Pelican Bay Improvement Dis`rict will serve a project known as Pelican Bay. A DRI docunent filed in mid-1976 was given approval by the Regional }.. ":.:`; �;.�;F Planning Council in September 1976. The Collier County Board of County ; `�: '.'' Commissioners approved the zoning of the project as a planned unit develop- .--,j ment (PUD) in April 1977. Any special zoning requirements have been -;:. included in the PUD document. The master plan was approved in February 1978. i 8of14 ' ..._..._.._ _-•__».....w..., �� -�_.,�.�.��._-.. — a]Ls�MYWi%IV1Wi/Y�J 1�Y.y...i ... a....4.in.-M._.. .. -^�^. _ __ ..Li :wry ...-. .. ........n'.iv�r s'" r.y "C't /: mak: ' bP No final plats have been approved and no building permits have been issued. The proposed land use plan for Pelican Bay has a density of y:: 4.5 dwelling units per acre (DU/A). See Table 1 for a schedule of • !'.. the proposed land use and Figure 6 for the spatial distribution. ?`. E. Utilities 1. A central water system will be made avai'able to all areas of the ; !� - project which received SFWMD Water Use Permit No. 11-00052-W. ,• ' . . • Water will be pupped from a welifield site located approximately F four miles northeast of Pelican Bay. A reverse osmosis potable 1,1 • water treatment plant located within Pelican Bay will treat that portion of the raw water needed for domestic consumption. Raw water 7 ,.: will be used for landscape irrigation purposes. A dual distribution system, one for potable and one for non-potable uses, will be constructed. e.. 2. The project will be served by a wastewater collection system and an on-site wastewater treatment plant. The treatment system will consist ft of activated sludge with contact stabilization followed by multimedia .r filtration, disinfection and effluent discharge to a sealed pond. The r effluent will be mixed with supplemental raw water and/or the reverse osmosis reject water, and used to irrigate the proposed golf course. F. System Operation Operation and maintenance of the proposed surface water management systems j' . \'. will be the responsibility of the Pelican Baby Lrprovement District. CONCLUSIONS A. The staff is of the opinion that the applicant's estimate of pre-development peak discharges are somewhat high. However, it is not felt that the difference `:-. , is significant enough to have any adverse impact on the receiving waters, 01rc,' r : 9 of 14 ._kt'c ..... ....... ..,... .•:....,.._._. .. ..... _......._ ___..,..._..-.,,.,,fir. M ��r �'�r t -,,,,,„:.:,. .,:•::';•:,; :t::•;-.!..„,--, <Z i y y r -`_: 1 '%_i,_;- ..A..3.- 1W:" • b= s. Vis::• .,: • F ; �4 • Ito 9 Sl because impacts would be associated more with routine events than 4...-- - . },,j .. M extreme events. The difference caused by routine events should not be LY- :)� significant. In order to allow for more even distribution of peak ;,,. ' 'a• should install some form of operational VP „ .. flows and volumes, the applicant ',;1 bypass structure between System 1 and System II. B. Due to the incorporation of BMP's in the design of the water management .x4.; ''. ` systems, it is not antic�a that adverse water quality impacts will ".` occur as a result of this project. However, due to the Class II designa- Ay . tion of the Clam Bay Estuarx water quality monitoring will be required s: for System I and System II. Installation of the operational bypass struc- `..` .: ture discussed above will aid in implementing operational changes, should •.-`.. monitoring indicate the necessity. s..?: T'.i: '' C. The proposed elevations for roads and finished floors are adequate to �Lf.. provide flood protection from the 10-year and d 100-year storms, respectively. €t ?,:.III, ''i D. The designed surface water management systems for System No. 1 and Systen ; No. 2 are not anticipated to have any significant adverse environmental r ..., 3c : impacts. RECOMMENDATIONS Y.,. It is the staff recommendation, based on considerations of discharge capacity, flood protection, water level controls and environmental considerations, that: :;; Yt•. A. A letter of Conceptual Approval be issued for the approximate 1450 acres f:`' _.:-. . constituting Systems 1 through 5 of the Pelican Bay Improvement District, and } >;;: ;� ,!.:, th B. A Surface Water Management Permit be issued for e construction and operation r; , of System 1 and System 2 serving approximately 539 acres of residential lands. el •r `r 4y' 10 of 14 i' -••-...w�mNpW.olux':.tie..G.�C$'i .:r•....a.r..•.. .. . ::•:,••:•!..,z,-,,,: iN ' ttiaa db S aYFr~1'r $ lir f2 Imewicommoressammtrosiotworc .40020400rietel , ''''' r 341,,,,,,a.„., ,,. r recommended that this permit be subject to the following five tl It is furthe ''� specific conditions: project spec i.: 1. MINIMUM FINISHED FLOOR ELEVATION SHALL BE 12.5' MSL. 46 2. MINIMUM ROAD GRADE SHALL BE 8.0' MSL. '. 3. PERMITTEE SHALL DESIGN AND INSTALL AN OPERATIONAL BYPASS STRUCTURE BETWEEN SYSTEM 1 AND SYSTEM 2 SUBJECT TO DESIGN APPROVAL BY THES PROPERTY 4. WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTE EACH OF THE TWO SYSTEMS. SAMPLES SHALL BE COLLECTEDEC SHALL BE SUBMITTED TO THIRS FOR DISTRICT. SAMPLES SHALL BE TAKEN AT ONE OF ONCE THE CPER MONTH HDURING THE WET SEASON (JUNE THROUGH OCTOBER). ANALYZEDN FOR ERS: TOTAL SUSPENDD ASO IDS, NITRATES ETES BE , NITRITES AS N,FOLLOWING OTALKJELDAHL NITROGEN AS N. AMMONIA TURBIDITY.TOTAL ASH N. R 5-DAY.2 BOD, PHOSPHORUS AS P. ORTtiO-PHOSPHORUS � P, THE PERMITTEE SHALL ALSO PROVIDE DATA . . ONNVOL CONDUCTIVITY, DISSOLVEDARIOXYGENRD AND pH.ON VOLUMES OF WATER DISCHARGED, INCLUDING RATE OF DISCHARGE AT TIME OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE PROPERTY. ,, CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM FOR THE 59.41 ACRE 5. 'P .i.-- COMMERCIAL TO OF THE PROJECT, A SEPARATE CONSTRUC- TION PERMIT FROM THE DISTRICT WILL BE REQUIRED_ ;, , " r'Y ," 11 of 14 k.', . / ♦I f i.�L !a 1, '11..kr;'..'47 4,-,;.:1F.:^'..'r:2,;....17:.,1,'EF•fi:,',7,,./1:1'.:!7'..'..i,i'.;:.'':;.:',Miiifi.7.4*.ig:4;...k 7.7-.:'. ..•5'..gar'..'..f..77-J1-',4;....3':-atf'.;;,-..,..77:1-1,17..‘.;:::',TAW..`..,-,:fiZ •7";17.;'''.7. :• '• '.i.i':,...,'X-..'4.. ....,-, ''''.. 4., ''tiV,17.'.1.-'.i*A',,!?;:....*rtd:,;:i...:?,''';'..V.L:.:.:1,.'0. 7,13erS,Offre'''';'-':.;;..;'.; .. '-.'':11.1''..Pr•'::'.:,',..4'1",C7,t,. :11/...:"..'41:0-"I''V'-.:.,...-.1w.iw:?,-,t.,,...,i-;-,.,:•.., ,./:f.*:-.7:::,-,!••-.. .,-..,,-..r.:.... . ,.... „„,........ .„,„,„,„1K..s.., ......Cf''',ZA:z1.:dtsstr04-41,} ,.••••••;,,,.X.....•,,--:'.... ':,..:,.• .t.A.,.....•,!..... •.,'''.***.,,,....,.........r,,...:1..'„,!,......d.t::::,'4....,..,..y :'.:$:',::',.' 'Ili,":•,, A ,!,.'., -.,' ...,,......t. • .,.. .„ •?.. ; ,•‘,,,,..,•i:/.::',...-.,r.C.,,,...(;.;!iii.'", ....'''',......-:.',.,‘,. ....":?). :',:,'-'44,:'''''1;;A:f:...*:'.•i',''.:.P....:•.''.".,...3`)••'.i'..''.'•''':''k ti-:.1.,"'.':c'g.''..!'..Z 14-1 .2e'''.P 4A.t,'"E''''''f,.; '..;:i,4i/•.r.:4,-..-. ' ''''i'!.tr,... ;•,.. ;'•'.2'• , - '-', .%.X1:t..r. :•''',,vr:::•,;..-.t.•;.&,*.'F'('.. ,,, .......•'.'-: ::.;..5..-:::-.,..Y.1',..,Vrt.le,':),9/SI..i. :' ..... .:'.../.'‘'''.:;''''''.i.::ZS 4.: .-,:-..70,R=. -d..7,.,-,-,:ciipetFW,;(:>7...e.,-, ,:z.:Iii::.;,:..)7.:,....J, -44., .,Y.-e, fi4..., 4 1.1!.••.-P '')-- -;itv• .. , 1?..•••••• ••;-.-',..,''..:.:..••••„.,::!,•;,•••i.;.,,,,.:.:51;;;..4.1.,„-,:-.-.,:...0.,i,,,,..,p,......n....,,,..0;,,,.4..41,44,.,:„,.....• ....„.„.,;.••!••I,.••,,;,-.•-• „•••••,,i4„1::-....-. --..,..±.•••••••,:"--••„.6,,R.i.p.,..f.43,4.411;7,-..;4•If: .•=•.',- •• • ,.,, f•-...t... ,. - '''•.-,f 7'.•..,",-•,:*7',••••• ,k..'4.7-- •-••,..•,,4-1.••4,,,,,,II.pot.,-..• -..'. .?„•:-.,, . ..c..,...e ..4.-r.,-,,fk•,• •,,.,.•,--- - :-••• .7, , '*,-.1';- • -'*'''-'••,••-1.,:i•sw,...,,',7,7 %--e,-• • • . • • • • - - , - .. . . ..,,, • t. •- . . .-• . . . • ID - •. ,•., . . 4 ‘•4.':1. • • . . . --:-.•,•!,.,-,. .•„.?i,-.:i.:' , • .. ,. .., .. •.,. . . • •,.:"• s:r'Ai:'. • . • : - ..',.•:.:'...-,!,,, 7 -.... .• ';''r.,i''Wn''' . .:. •' ' - ,7 Z.:':.',,V.:‘t,'!;.t: . .,._ • '1.''..:.,'":.'04,1, - .,' • ..'..1,, . . • • .' .-17'q 1 , ' .. • '..,''..'..AT' l''',.., • .. ...,....V .7',.. %V: . • .. , • — •4' ., • • -:7.7,PA ... .• • . —, „. ,. .. - • • - • .•7.,:t • • . , .-.:',..V.•• :•,•:, : ::,;1r.4,-,t •".•-• :*A.Ac , ..7.,..,*. .......::' - • •'...<114. .„.. ..,. wirs: ....- .". .... .45.. i'4',...r.- • ...*:.v.,. •'.. ' '..j..!.ti.. .'.:*;••.• . ...,'..V....: '•,.:1;'.- .N:...-Ef:; ,:,?i,M.; • . ..:t'.-..k; ) IAA .• ' .. •:,,k.. This permit shall be subject to the following seven standard limitin! conditions: . . .,..:4,1::-;• \•:?..,t...,1 . • • .,..'..,s7 ,, ,,,, • • , ',-.:.d..:1:,'1 .; • • -....:,,,,,,•••• - .;:-..:.?..i,..: , ..F.,•:0?--•.; • .d. .:,::,...;.':..4,z, . • ','Yf.,...t..4 . ..,... „, ,. '?":•••'•.:f '.:1:.:.1.S.,.:-Z:''. f•+-',1,',.'?'' Z444' ;.„•!."Vt.' V.:-1.4);? • .•,•,' "k%.1...7. . • 4.C4A1.'• ' . .. . . N. -tyi,.. • . .- ,.c.14‘'.';A'i • :.:j•li.:If . ''•"• ':- -7.•::."4;:il ..,..;.2..5 , 4'.:5••1 . ,,..... . . ,Y,..i/V....- • ,:,.. ..— ..- -.•;:.?...:?!..,v,• - •::." ' ,....d:... :d",:•••1,-:",*. .. •.:.:,z,..., ),,1-....t.:,,, . •' . .. . ,., V:,,'X'z • • .: •%:::`.4*.,. . • .:.,...,.,1:,;...- . .......•...' . ..,.. ,. . , • , i: . • ,, .... • t.-. . ,/, , . • .,, ?".•,-,•..1 12 of 14 41. .lev,. ..." ..,... . . . y• i..' . __.......-,-.--.7..7...•:.r....1.7-....---7-1.7 rr..-^..Ffm..4:77.:....w.rt.,.. •'' _______,_._. . ........ _. ........._ .------.----- . . .•• ,....' '.. .:..d..... .. -••:,.•4f:;:':,,gitk.-7..-::44..--..4.,• .• .,• . .: •• . ' - -• ••':4' :*.i:71';r41'''';'is',..,.- ---: ..,Y• . . . . - .. -..,...:',...,:.,?..c"..-.1?.Y!•*-•••-.1..7ii ' ''''' . . • . . . . . ••••.........1:•;1:717'..4iii:' .,,t:..,. .•,•• /-, • . '•._ : . • .• • ,'•y. '�u� .�s� r...w.iM4+.•s�r+.wows.-ww.h+Jw+.-w•.rrarv,e'•?Iq`s.'I V .. 1i'Iy t , (.;!. .' _ .. LIMITING CONDITIONS t?;. s,,t I. 1. THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACT OF THE WORKS OM FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES, AND WATER QUALITY. THE PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUC- '' TION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY i-, INSTALLED STRUCTURES. TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTA- P. TION IN THE RECEIVING WATERS. r. 2. THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION THE PERMITTEE SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF WORKS AUTHORIZED BY THIS PERMIT. . • 3. THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE DISTRICT. UPON COMPLETION OF CONSTRUC- ,. { TION OF THE DRAINAGE SYSTEM, THE DISTRICT SHALL BE NOTIFIED FOR AN INSPECTION AND APPROVAL OF THE FACILITIES. 4. ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE LOCAL GOVERN- MENT FLOOD CRITERIA. . 5. ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE APPLICABLE 1'.• ..' • LOCAL GOVERNMENT. • •_ 6. WATER DISCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING SCHEDULES SATISFACTORY TO THE DISTRICT. . :. 7. NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE ENTITY ACCEPT- gy AZLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO OPERATE AND MAINTAIN THE ``� ' . SYSTEM. THE ENTITY MUST BE PROVIDED WITH SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL i OVER ALL WATER MANAGEMENT FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN '' ':_ EVIDENCE OF THE SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZA- t._' ' TION TO COMMENCE CONSTRUCTION. ;.8. tv:' 10-.`._Y;. . V''.131% 'A;S 4 K 13 of 14 ..y;' r L - -.....„......,,,,y,,....,,, .., .,... ......„,...f::,1"--.4,•w fi• - 3. •„y+ r�.t+ } 4' r.a$., ;•' *.`°.isti+t y" "•' . ”.4.,.,.„. • r4- ----:-..m....,•-.4.„ Vi � �•�,;:a•,. p .• ' •• _ i+ -.4 0,444-.;,..1i, - rtfi" ,r ,: y �5i " tSe x ! l� , ' ,04 ,-)1.1.1...2; }1 {tit n �. � ,r, ��i 'RPS =a 4r { ,,,..5,71,-,.,,,:' ' 4. .r t 'k t v e "� mv .%,.. ,ol - " 4,4,..-4,, 4;`' rx 1 '} ; ox t -, a- vnt �i� ....x.„ r , v� -firu� 5f i Y- . °-. `.;-0,':-.5.55'._ s _.7 w y�t �r ; #77r,y ` •,.,. ; 0- -•,...,,,,..,5.......,14..x ; ss, ;om • • - %,• , .1: u,r, , S.r4r;. 4f§t ;'4 k 4:V.y . lYJ'73# i' xi-,A , � �T i -y. - �` ir .,..:514,,,,- Y' � • , �� v, a • • , - 40 0 aN • , • ,,q�tia yy' " ...'":?,-:5.,I,' . v''. to 1.1.+'t'?p?,,Q.t4 4�. .x :, ,,,y.-4.,,, ,.per 441 3 `gyp' ••••;.).m.,,i ; i ay ;' . • r��,� (%fr& Prepared: a ,., _ ., ° Checked: °') .'",4&r. .�-N fft:P ,,., 4 � ;, : Approved: f . ., .".. r O r= J. Steve Reel, Director Technical Review Division r! Date: /Z/j8 CAN/aph s • l Vic. en + -. t4 _,s7E� I(T 'R iy ?5 'i.'r ..Jr»y .�; Y' ,'� , - . . .� r?jwr x-�z`'7.� t'�'t�` S'• 2.R , • f7,t:j r+r : aa• .��."`. 1'r .r�_A• 4� 1':1 i•),!C c1 94;.f:*tr..,. rv.y. , — "L47 a yt 2,y.... X ji ... S• itf4l�. ri:. r. s . ! f .. • E a R ' � �(Y ? 5n • ,t .. . F . ,s •' 7 . Ata � ls �: ' fif t+ 4-.?. •.9;t .?. : 7- n4'1' ,� „ ot }[ y,• _ . .1ft,?. TABLE I 4a, 'i-1:1-0.'40.,; LAND USE SCHEDULE 4, APPROXIMATE MAXIMUM NUMBER ,lr LAND USE TYPE ACREAGE OF DWELLING UNITS WrIge ?; RESIDENTIAL ''�•*= Single Family 278 600 } t` cx : Low Density 371 2314 '# ' r l�•�•• Medium Density 135 1686 �rp.40•=' High Density 343 50000 .' ej';' ' COMMERCIAL I. a• v.,:k.,;y..' Area 58 -7 "`,',' Neighborhood 21 'a: >:, :. Community 26 . . t:,4.1,.: PUBLIC FACILITIES ''p ; .is Utility 19 a.: r- 1..' ,.: t- Schools 45 (also included in Low Density ' y• r{ areas) it" -' Major Public Roads 112 ;.r.. : ,: ,F: Government Administration/ Community Park 20 (also included in Low Density . 1 i ''Ja1%ami areas) - , ^;L, OPEN SPACE A RECREATION i?,444^i - Conservation Area 570 :; . Golf Course, Tennis ,, a% Club i Golf Club 171 4.%,.:1.:- .:',;-'. Neighborhood Parks 20 (also included in Residential 1-.:1!14:.:', areas) 1 +•' '- TOTAL 2,104 Acres 9,600 j The proposed land use for Pelican Bay is composed of the following ...-. 1 hydrologic classifications: • Area . *+.r. = (In Acres) Percentage s m4II .` fi Impervious Surfaces 870 41 • • ';449',,,,'.'f'4,..,.--,.. :.'41 1Stormwatet Facilities +::',..:A-4.,".1 1 Detention Areas 154 8 t•Oi'........•4•.,•••;'' Conveyance Channels 10 -Av;. Green Areas il-10,:;r.; .'• (Commons, parks, golf coarse) 424 20 '�,; Undeveloped 646 31 TOTAL PROJECT AREA 2,104 100% .... .. • •;.� I 1 7,c:>:.• sem. . r • g;t7...- g.. TABLE 2 :,,,i4...-..c • IMPERVIOUS SURFACE COVERAGE Average 2 Impervious Land Use Acreage, Impervious Surface Acreage • .;:....,•;•.;*"... ..... System No. I -,... Cluster Single Family (Grp. 2) 56.46 542 30.49 Multi-Story Residential (Grp. 4) 46.83 46% 21.54 % Commercial 59.41 752 44.56 System No. II Single Family (Grp. 1) 133.30 40% 53.32 Cluster Single Family (Grp. 2) 19.86 54Z 10.72 Carden Apt. 6 Multi-Story itc.S1 Residential (Grp. 3 6 4) 20.95 492 10.27 Multi-Story Residential (Grp. 4) 54.94 46% 25.27 Utility 19.0 752 14.25 Park 10.02 152 1.50 System No. III Single Family (Grp. 1) 11.20 402 4.48 Cluster Single Family (Grp. 2) 42.66 54% 23.04 Garden Apt. i Malti-Story 9141Residential (Grp. 3 i 4) 52.27 49% 25.61 Multi-Story Residential (Grp. 4) 45.84 462 21.09 :.:;. Commercial 21.08 . 82Z 17.29 System No. IV Single Family (Grp. 1) 119.76 402 47.90 Cluster Single Family (Crp. 2) 104.75 54% 56.57 ly4.aq Garden Apt. i Multi-Story Residential (Grp. 3 6 4) 61.8449Z 30.30 ..- Multi-Story Residential (Cry. 4) 32.86 46Z 15.12 System No. V . Cluster Single Family (Grp. 2) 96.01 542 51.85 ' Garden Apt. 6 Multi-Story Res identialrP C 3 i 4) 58.44 49% 28.64 ( Multi-Story Residential (Grp. 4) 9.13 50% 4.57 Commercial 46.00 862 39.56 School 45.00 302 13.50 • . • i . •-•..,_,.:"'i3...A.i;'-.1.'-.'' ...,i1647-'::?:.,4.4:"V-:.!....': . Vs ''' -•rfli:. %...:,........ • . L.':;:., .... ' • • e - ..,-:`. .-'-. 1 4t::-V-rr.-•.:,.'-..1-W.AtTgr,,17.. 11.', 4 "...-.• • it440.•iiF-..;"' '''' 11-7(.4.';‘'.', :.71.-'.;.....- '.- . •...2-..;..,..77:''':.:,#:.:: ,.:. .:: ..• :...f..-7 •.-• •:I,.,. - .':',....'••(,•;.,•-•;:;.:. .,-',.:;-:•:.--).--::: z.i3,14,-;s:ie..- te:•-t.":•;.1-- •- t. ;;;IrAt ii.V1 '•'-'?.:-:tle:;-:;,-.;• :•-. •••,- 1' ' ••••• ••---- • • •'i-lf.:-;;•-;'l '' .• - .• • • .;,; . .; ,.. • •• •. .-::.'....: :, • .: ,.'-..,•...'4.7::).:;: ::,.•:::?,1%,...??,-0JA i.:,,fSki, i,;.,44=4',,'1•-• ,11.,•fZ, •; - ' ''•-•-'-'••-' - • ' ' • . ;: ,..--. ,: ,.'...,-,.., , _ . ''• , ., c . , ---:•••<'". ",• it.r:i':...:41..,",•,.' -p-k.... . .. •1.4-. '•'440 • • . ("1/ . • '7,^4 fl- ;,:: '1 ..,,,:fr' f./:1"riz.•.•:::.:' • • • . . :,,p4......,,,,A-.;,. . • -• - . . ,4., .1,1 •i'.'. ri r.:•,• ISC,.': •i:::'• . . • :::-- ,.r.• ,•-•,-•- Imm• il °LINTY eam• .,,.:-.;A:•,...:. . iii . • . • • a • • •:a Co am/PC*raw or mom a saw. •mimt•yam,• •:-S".'. V... ..,4.``..... • V"'...1 COLLIE,' COUNT,/ i'''' ••••4 •,„1.,.wi t. V.':''•:' ,- . r, :i.:::.:::t.r.:.•„... r: • , , ,. • ‘....4.,,.,••-•,„, • ..,•,-„,...w: 1\6..k•-• : , ,., .• 474,7,-ii. till ,.,,z,•.....,,,,...,.)....,,,.. 0.4.- •,,e; •••.,,,:,::,:.;.;. 0,'......-:;•.,,,,7- *: ,ass I:I sic .. . *.'.•;Pk.'. 0 V . ' . .' • :i... ,.. .• ..1....(.,:. ... V ' - . . l';%;,., • ‘.......V..-..'.'.',.-- . ,.....:'..... •:,..• PE LI 2,AN BAY a r .— MYE Sq:ZIE . • e. . f, ,.. . .. a •,---.:...•,-..,• ••••; ','.';..-., i ,..•.,,,....:.4.4.: .'?'.....-:-...-;•-•'.' . • • ,e..',...*' • , *OK ii - .•.. • ...,- . . GULF OF MEXICO _ NAPLES MUNICIPAL E'..t?'.' •,. &IMMO'', .. .,.. . - ... 2.. ',.,r.'. ... • .,. . . '''.,:.;":.f't.:- • • '..'.::,:......... .. ' . . • :•?;:i.i-f.....'. ;4 0 ' i•••••!..-.''.:•.-••••••'.- i NAPLES ..... .--.:".....:•,. •;, 1.41111111 . • ..• . .-.::. r ......;:...::. :,...., ' 1 Xii.. :::I..-...• CEO • • . ,‘\ I •,..*.',.....: . %.,......;.,•1',..-. -..o< .4- -'.'i'V*.•:3',•••-;-. 4'4: 4...•‘;',.... .-':- • 1 • '.:-..1:..,..i: 0 le '......"...e;..; • - , 4r LOCATION MAP T ,....... ... .... .. .,,......... , ............, .. . i F IGUR. .4mi . ... • .................„0,0„......„.u..c.„....„:„..„,.....,....,....„........ _ ........• ..... . . ... . ..._......_.....................„,..,,..z.„....„„.......... .. . . .....,It „.....• .• ...„..?„,,,,,i, .. : . .„...- 1-• ...., ••• 1'4;1 Vi 1 , 1 r Ki. I A.....: , t , 1 , , { . i -.j.. •. 1 I' 1 i • 111 I '• ' 1 I iii .------— i1 ,- ' i 1 i 74. i --- ... . i I -- --.. ...... 1 1.' I, 1 ,? ..., - , i '''.0k;• ' ""'fa.—: I . • if'''........:-...1.- . .- __ .-: : r• • sip 1. V . r--" • a 4,,..;,," ; I . . •C'te? : 1- `,”'N„' . • lifffr. "It rib -- -.: . ) ... ...do ;IOW 11:4, '. ..........., , . •• ,".t ''... Z .... -•,. 1:4'..,„tfr fo,r. • , b i, ,r$....flt r•••••,,,,,.....r.1 . 1 \''....-..........- _-.......:.. ill, . , . • ..,,,,,,,,_, , , 1 . -.ji- ' 1 r A- - ,);-...,47,4,•• . •• tAlt t,,,,t,„, I c '• '• '• :..' - ' 40.!,.A," I . i ° 1 : • ,, 'S • \,. .., •i,...s.'S.,, .r'-ijal III ..‘P9f Lon 0 • ,..- * , .... • •r .. . , 0 .1 '..'1,43" • ............... - • ,,k' '%+.1 P . , S ''''‘. • 'N •,'• ' I• . 8 1 I I I, % ', .1 : • e • . .'•'I:,; ii NT; ,/r ...--••••..,4• '•il. ''' 1 .4.`: • '1,•-' i 0 I - -. . _ rtr. .'• ill 1; -.., \ • it,• ••.:4* . ,--, •iii • .r. '‘.... x • 1 „......... I •••• ... • .••• ^ .•,. *'..— ——- , \ •. -:-...c.= '1,.,' • ', • 7 1 . -...\;*.L ...VC ......1 ',.2 - . ). '• "-J. .-D 4 \ ,., r : . ' • '.. I . --:- .... ' s'.:',•P47`,/;'' 1 ) , f,,;,.....j.•••, •J•' ,•-",'/4.....•• 1 -..31-.•,,,.•-,. • I 4•.,•••'• ,• 1•: •1 •f'.•' I ••• ' FIGURE 2 . . _...• . .,‘ 4.1 '.",.....C.1.00*../Cs t vs•co.a.r....,,,-;i ..u•s.......70...p.- -•. ..„,,,,. •. •t,••••- .,..- - 1 „.. . . ., s . • N . . • 1111 _ 7... 7.:k.. ...i,.... 211 , . 0 i . t., 1 lilt P '• • i oil . • ..2_, . IT. masi 4 •14:„.;,.,, ; 'I- - li r . 1:4 P.,1.i.:i 14:•, I - I , '.- ,..i• ..- . • • T.--,11 I i i i . t I IE r % , •+••••-... 1 :, \ .,...„. h. P' -1hr• r \ 2 ..... 94 it t., \ .. : 4 g 1 \ •Ir , :,, II 1 I 1111 k , . V4scipik '. .. I I -• f4'!":,-'-': ' ,..,.......,P I 1 /••. . . , • 1-„be _ „. _. ,,- flti'.,• ,- ' ! A V..kt•As ii 4:-!1:t‘', Z4, '4 •• -...” 5 1 '41 I ' 1 i i ____-. 1 _ I I fro it Ir \._.../ 'I"- / ! 0 I ' ' I - i.--------_ , „ , / I , A ..,- ,, 1- .. I,,,, 41,-.7‘,3%,1-• \ .ar r . , to••r r••r••r r ..------..... " k. i i 0 I I I \6 .. ,:st•-e,'.••• . . .'s..4 0..,. • I 1 .''''If.3::,17.::,-'.. • A -...••4...5,i--k". so ....„„.. .1.f '." 0'‘'-• .' 0,,,,.-%-• ' . s A,'.--V:71 • •:-1-• 4,0- : ,....' ,..- 44 4,-.,;-:., ; :'''' III * ,... ''-f,":," • 1 .1..:1-—I r•Tra.;....1 tri •.t N U a- -1 '0 1 1 1 3 FIGURi. , .. . t4, . . ...1 1 ..,......t, t , . 1 , •,1,,,--cf..c.,,:.r.4.4.4:1 - , ,-.• .__. , , •' 7.,-, d';'''.:.;.:": . f... e..‘ • 1 } i".• 1111 • i 1 • ' -I . . - ., , ,,„ • '-'',...:: 7...'.. ".• •11 .;1_•••..1:.• a ti:f2f.-• li i n s I i 3 la i i i ,- . . • I III • \ "N:---47-7-:-:----ins , ,•,,. I sli ' .. • \ \ i / . 1_21 0,. ........,, I _ a h s ,.. . \ . ; 1 t. 0" \ -.' '. \ \ ii! :.f...:,..,.•,: 5 .ti•i''''';'.. Af::::;•::''.. . '.0.--.S.r. 2;;Ita I 4:4"'... : 1 1 . •I I . I i I g 1 : p Si .... I- . ti j st •i t. '. ...' $ ; ,1-,!:- '...,,, = .;:I .. .31 ti• ill .4. lid l ;I: I" If I ii I I .—..••-•••; 0 II 1 i -Ii.v.:,:','-''''''.;- . -• ,54.-- k • c.,e/ •-' .44 , • • /'' • : s.1 N 1 • " :•.:Nfre•2".i• ! 0 1 :- -. ,,- • t, :• • : 1 ---,-- I • --•,-,-A,.f-, , 1 .• ; • -:-•,:'.$/i,i44',-,-r4;",,.,i.,-.•,-4:•,.,4,-:_t.;:-0'7-:,P.fe.*.".''..A44-•.4,.,*p,f..:.,r=,,.qi-,-k,?0t',.rf., T•.Ai.. gi a.Il,i 4... r1e.1l • ...•,, \s•.\:::3•:1.':.:__, _ — -- •C••. 4,'-\—•-,- ' Vt • .I I2f .., • ,;44 :'',73154.-%. , .- •, I:! \ \ _ ..,— r z ' ,Ar, % - • i •-•-'•-f-•441 1 , -- i , _ ti R, , . . .. 7 „.. . . : ,,, : , , , i . „ : i / '.-:N-'••'''.'''' . :••'-*/ / ! , I' II -' :• 4' It a i \ ,,,,, ,e . . f r. .i ,• I ,',-i-• ti; ., __...."... ,. ! , , i ..-------;-.7----------- , • ---- - " \ `.J: t ....4",..... .....r.c - 1 .)1t. t •• ' . ,,, ,''..- -;;;•.* i H ..,r-i" ::J•tr I / '.. •.. I , ' • - (.----' •-'' ; -4-4',1;:::. : • r------- -- ---1„1- " .'•11".:',..,-.... '-'-f..,-_,..••";•: ''.' -.',"-::':'',;:i7;•",,' 1,-1•4t--...:, .' 1 I I I . V 'I . .., *-'• • ii? !vi:?•-i N . • , . ; 1 1 ; • 1 ; I in': .1 .11 FI GURE 4 . L_____I . • -'•-•-•- . . - • el.8111c..--------- - 1.. i' k - 1 !•41... 1 j . *. .... 1 E.,, . f '1 i N.It• I• ... 1 . •1•-• lib .• r• % . .... . t i • • •• 4 .... 1 .. • . .t q•. . •,.. .... r • - 1 , • . ...11 .1: - .... •,P .1' . '- 1 • 4, • •,,,•-,,-,•„.T.--- ,, ,'•,•,: :it A) 1; : •. I--- —LI ,.. 1 •• I - •• . .,,. • , ..•....._1 . •„•,.. i . .., ••,, i pie 4 • I k ,:4.....:,. - •, . • ..: • • • • iicy till . • ; if,--v .-• 1__ . • f • 'I 1, ' In i ' , 4f, — ' . , 1 1 . rl fil I - • • I, i 1 -----•--_.$ . $ • . • • • I , 1 t, • . 73 . i•• 1 a . ..S'.1 .-7,.;i",•'-',.4 • •4:'...- 1 • , . • , . . re 1 ...., _ g • I :" .. ° ' • ... • v i 1,* ,' • ::,:,•., . Y 1, ' I ill,,, • . ;••,--a . .. —- • 1 1,1 kr „1 . tp, , II I h ..11 ..' .•,•4,, -• • : it :- ) . , •• •i• • ,, • •• r • . .. % :. . II i i 4 . . el t`? . — ---, i . .••• •Z i. :i t• ••'•• • • ..1 . •i . .. . 0,-,.;.t.4 ' _. •-4-:. I }. 1/44, . ; . - it.' , ; • ', i 1 ••.• •, i a t.a 4 4 ' • . I i ,...,..g, $, 7 1 $I i ! • • . . ''',,"-. i • . • :4.•-• •• • • 1 I . . . -'-li'.- S• —I i . . .‘ . I1 f i .iel la i . . . . . : • . . ...,,,,..., 1 a V1 ;.k.frk.7 ,..1e. ',i•`.0 ,' I i . • ' q-id .,4;• . ).,"5:...'... . . . ge q4ki,..., ,f - et 1 i FIGURED 7., H .. . ._..., i :,,t,.....„,„..,..,,.:. .. .... : .„...... • . ...r., ..„.....,,,. .... . .:.....:.,,:.. i 0 .. .....„... ...i. rf'..it.. ..-4!4•'-'1,r,:' ' ,` . . • •..,•••.!..r..tl.i••'•.}1%'•=." • 1•4.1•.!!'..S.,••/..,'..•*i If.•1:;.-1-- _.:..,. : _.I .. j— — 1 911111I (11111/ II CI 0 ! F a i-: ::^-a c' D .' - ii 181 I 2 ;„, °' r o t v 1 d "O, o A) ., ,,I, 7 2_0, ,, - \ 41. . . , illi 1.1 '::.: .,1 6 ,,,_, _„,.....: .., .... 70 _ . I. 0 C.-. 0 V . _I' 4 )) , —_____ _ ...__ , _ 2 \'-i, . .. .'ti; --4,..: I r ' si .i -� .--.. it Z \. C C. y• ,.. xri .1' * 1, ',.,k,,,,,.-;4,--,... \\ .\�' ',\,`'—__. -.. J .+ �i vim.: ., .0,:r,.•i NCft x :;ri• �;., ,; ; t , '- - a ~^ o ....;,..1:,...• .S Fr ??' 11''\ \f+ ` 1 • .* I a.. W � r r II •, i ,9' a --- 0 o ,FTS;.. - .,;+, I —_--_ 0 scj Z w t. 1L .i• A._i __11 J r , ▪ SS 13 131. ti▪. III Ft. i ..,— f U) _ .i F. CC et s a r ati � v1-- I .r. 7 .•. r=.• $ _ _ 0 L� „"' ' \•. i ,, turn 0 CC W to 2 11 d ¢> > < Q Y 0 • :, ' , j W m U a) c7 M 7¢ U U CO U a ;.•11L' • Jitlir c'_iu j' • Fl . ,, , ., ..i : .,/, , ,....,„.1.,. - ... :-; i , .,, .. :04:•t _ 4,r e•e i./.0 . ,r. :-4.,,,.:: .11:,-,,',t1',.J'...-4:3114 • .. ' 'Y •; -.',.J.: , 19 .. . • ; ' • vJ r' i �M 1♦�f I. �I�'• y��• r 1• r • \t t /f. ,i',, •'• A ,y 3.19 • ( \ 7 .1 .1Y • , jig}r 1i ; Q 10 1 — "...., ,, / I, . •.,. 1, f ,.le' ',I f‘, ..5,,,: . 1.. 4,... . - _c.f.- - .. ;it ;_s., r�1r�. •f• •r, f• 4.• 1'F•,i ?'t.l'r• ,,,..,,t' �`• ., i `A, '. , . c,,,- ,,,,• Z _ �_ i Imo. . •' s i t! it f '. :•�vr 7 �� -if' .. i1K 41f' ¢ o II. atiR r 2 S.' w ' 3 't 1' .� i s O f7 cr .qr- . 01 • 'yl.. J f T� V n -. •1::'.:4 .1, , , f.t' �i.7i'• • 2 11.. , IL - - r • 9 41 ,,, ' 5_ , . ,I4 „ r:iz� n + no , i e T LU a 1 !1 . , n '' th i • •( tQ::' tat x''F i .. a`[..,4 ,t.,......,.,.. .,... ,,...,...,..,....,.. .. ; . ..„,........,.. ., ,,..,..,:.,.it... . . . • T._ _., .,.: .. . '!"`,''':' .'.*.''.',;1,..,::.:. .4 , /blm Impact Evaluation prepared by Central and Southern Florida Flood Control District PROJECT DESCRIPTION NAME: Pelican Bay I.D. NO.: 76-67 ::t LOCATION: Collier County :; .4 4 , TYPE OF DEVELOPMENT: Residential ' SIZE: 2,104 acres "" POPULATION: 27,018 .: DENSITY: 5.7 dwelling units/acre (gross) .- This proposed planned residential community is located directly north of ' . the City of Naples in western Collier County on a 2,104 acre parcel of land with three miles of frontage on the Gulf of Mexico. The development proposal + provides for the preservation of 570 acres of the coastal mangrove and marsh r. areas and 76 acres of hardwood hammocks (30.7% of the site). There are 12,000 . dwelling units proposed, which consist of single family and several types of high, medium, and low density multi-family units, construction of which is expected to begin in 1978 and continue through 2020. Upon completion, this development wi'l include 939 acres of residential use, 99 acres of commercial use, 138 acres of public facilities use, and 928 acres of open space and recrea- tional use. Part II. A. 2. Water Resources a. Water Quality. (1) Surface Water. The proposed Pelican Bay development will occupy a total of approximately 2100 acres, of which approximately 650 acres (31%) will be undisturbed and remain in its natural condition, while the remaining 1450 acres (69%) will be developed. Replanted, landscaped, open areas will occupy approximately 690 acres (47%) of the developed site and impervious surfaces will cover the remaining 790 acres (53%) of the developed site. • As proposed, the Pelican Bay development will be a golf course oriented community with dwelling units surrounding the fairways. Drainage will be accomplished primarily by a system of grassed swales which will occupy a total of 120 acres (10%) of the developed site. These swales will discharge into a system of upland retention lakes which will occupy 100 acres. With the lake water elevation 2 feet below the discharge weir elevation, the lakes are capable of retaining 3.5 inches of rainfall prior to discharge. In addition, the lakes are designed to retain on- site 51% of the runoff generated by the 5 year, 5 day storm. The average retention time for the remaining portion of this storm is 13 hours. Discharge leaving the lake system will be conveyed, via grassed swales, to a green belt dispersion system and eventually enter the water of Clam Bay. APPENDIX A 1 It is anticipated that the swales will filter much of the particu- late matter contained in the runoff by the screening action of the swale vegetation. Similarly, since a good portion of the initial runoff will percolate into the soil , an opportunity will also be provided for assi- milation by the vegetation of some of the nutrients contained in the rin- off. Additional nutrient uptake by biological activity and settling can be expected to occur in the lakes. The applicant estimates that the amount of nutrients iphosphorus and nitrogen) that will occur in the post development runoff are: T-PO4 = .23 mg/1 and Total N = 1 .98 mg/l . These concentrations compare favorably with those found in the literature. Using these values and conservatively estimating that the swales will remove 10% of the nutrients contained in the runoff, and that the lakes will remove an additional 40%, for an overall removal efficiency of 46% (X-((X-.3X)-(X-.3X)(.4))=.46X), the concentrations. in the lake discharge wil. be 0.120 mg/1 of T-PO4 and 1 .070 mg/i of Total N. These are the theoretical concentrations of the • two parameters that can be expected to enter the dispersion system. Since additional nutrient uptake can be expected to occur in this area, the concentrations entering Clam Bay will be lower. The lake discnarge concentrations are, approximately, equivalent to the background existing Clam Bay concentrations lis`ed in Appendix K of the ADA. Therefore, no water quality degradation is expected as a result of surface runoff. Soon to be published results from a FCD study of the retention lake water quality of a golf course oriented community and a non-golf course oriented community, both utilizing swale drainage, in West Palm Beach found average concentrations of total phosphorus and nitrogen concentra- tion at the points of lake discharge to be .074 mg/1 and 1.19 mg/1 respec- tively for the golf course community and .029 mg/1 and 1.13 mg/1 respec- tively for the non-golf course community. Since the drainage systems are similar, it is generally felt that the major reason for the large differ- ence in phosphorus concentrations, in comparison to the similar nitrogen concenixations, is the heavy use of commercial fertilizers on the golf course fairways for maintenance purposes. The expected average concentra- tions of total phosphorus and nitrogen leaving the Pelican Bay lake system are expected to approximate the concentrations found in the golf course community study. Comparing these values to the existing water quality con- centrations in Clam Bay (Appendix K of the ADA) indicates that the Clam Bay waters can be expected to tolerate these concentrations with little or no deterioration of water quality. The expected concentrations leaving the site can be improved upon, however, with some minor alterations to the proposed drainage system. Most of the phosphorus in soil, whether it comes from organic or inor- ganic sources, is contained within or is tightly attached to soil particles. The soluble phosphate content of surface runoff is usually low. Most of the phosphorus lost from land is associated with sediment also. However, most nitrogen lost from the soil is in the form of nitrate (NO3), which is not absorbed into the soil particles. It is completely soluble in water and therefore moves where the water moves. From this discussion, it is clear that a measure of phosphorus and nitrogen control can be accomplished by preventing sediments from entering the lakes. The highest risk areas are the golf course fairways because of the anticipated heavy use of fertilizers. Therefore, it is suggested that all lakes receiving runoff from the golf -2- course have a slight perimeter berm to prevent direct overland sheet flow of surface runoff into them. During most small storm events this will facilitate seepage into the lakes and deposition of any solids contained in the runoff. During heavier storm events the berm will be overtopped; however, it will still afford some protection since most of • the sediments and nutrients will be contained in the initial flush of the area. Needless to say, judicious use of fertilizers should also be practiced. It is also recommended that a littoral growth zone be created around all the lakes using a 7:1 slope rather than the proposed 4:1 slope mentioned in the ADA. This slope shou;d be extended into the lake approximately 10 feet or to a depth of 1 .5 feet which will ensure that all surface runoff entering the lakes will first pass through the littoral area where additional nutrient uptake is expected to occur. If the above design features are incorporated into the proposed drainage system design, the on-site lake water quality should approach the water quality found in the non-golf course oriented community water quality study conducted by FCD, which was mentioned previously. These concentra- tions in the lake discharge will considerably lessen the possibility of deterioration of Clam Bay water quality due to this project. ( Section 19 of the ADA contains a good discussion on erosion and sediment control during construction. It is important that these control practices and the proposed monitoring program during construction be implemented. The major water pollutant generated on construction sites ► is considered to be suspended sediment (both mineral and organic solids) which is most commonly dispersed and transported from its site of origin into surface waterways by the action of surface runoff. High concentra- tions of suspended sediments in waterways can block the passage of light which can then adversely affect the water body biota. Additionally, the settling of this material can adversely affect bottom dwelling organisms and rooted aquatic vegetation. The Florida Department of Environmental Regulation prohibits the discharge of sediment bearing water that will cause a rise in turbidity in excess of fifty Jackson units (JTUs) above background levels in the receiving waterway (Chapter 17-3, Rules of the Florida Department of Environmental Regulation). To prevent deterioration of Clam Bay water quality during construc- tion, specific instructions as to st-uctural and vegetative soil stabilization practices required on-site should be included in the construction plans and specification;. However, as the project develops, the need for additional control may become evident. When this occurs, the plans should be amended. Pollution by fluids, oils, wastewater, aggregate wastewater, pesticides, fertilizers, and other materials can also be controlled by adequate erosion and sediment control practices. In sumary, an evaluation of the proposed drainage scheme for the Pelican Bay development indicates that a minimal adverse impact on the surface water receiving bodies, the internal lake system and ultimately the three Clam Bays, is anticipated with the incorporation into the drainage design of the measures outlined above. These include the use of a slight perimeter berr, on all lakes receiving runoff from the golf course which will encourage seepage rather than direct overland flow -3- r ---i into these lakes and a slope of 7:1 rather than the proposed 4:1 on all the lakes which will encourage the establishment of an adequate littoral growth zone, as well as strong adherence to the erosion and sediment control and monitoring programs outline in the ADA. (2) Groundwater. Provided the suggestions outlined above are incor- porated in the drainage scheme presented and evaluated, adequate surface water quality features are present in the project plans to insurethat • no significant adverse impacts on groundwater quality resulting r om storm water runoff should occur. The water supply system proposed by the Pelican Bay Improvement rr District, which is the entity responsible for the provision of potable water and wastewater treatment and disposal services to this development, calls for the use of a reverse osmosis plant to treat water drawn from the Floridan aquifer for potable use, with waste brine disposal to be accomplished byway of deep well injection. This deep well injection system would also serve as the means of disposal for the effluent to be generated by a secondary wastewater treatment plant to be located on the development site. Such a system will require a permit from the Florida Department of Environmental Regulation prior to implementation.It will be incumbent upon the applicant to insure that appropriate meas- ures have been incorporated in the design to prevent contamination of the groundwater resource by either the waste brine from the reverse osmosis plant or the treated sewage effluent. For a further eisin of these concerns, see the Water Quantity/Water Supply Systems section and the Public Facilities/Wastewater Treatment and Disposal section. We note that only a limited number of deep well injection systems for sewage effluent have been approved throughout the state with several of these no longer functioning. As data on the deep subsurface geology in this part of the state is very limited, the existence of a disposal zone in previously unpenetrated strata has not been documented. There- fore, the Improvement District should seriously consider alternative methods for disposal of the waste brine from the reverse osmosis plant, if approved, and the sewage effluent. In summary, due to the lack of information on the existence of a disposal zone in this area, the potential impacts of the proposed deep well injection system on groundwater quality cannot be determined at this time. The Improvement District is encouraged to consider alternative methods of disposal for these wastes. b. Water Quantity. (1) Drainage Systems. The proposed water management system for the Pelican Bay development incorporates a system of grassed swales and culverts which direct overland flow into a series of lakes, totalling 100 acres, from which it is conveyed, via grassed swales, into a dis- • reetre of pproperty. 9 of Mexico. -4- • 1 k j This evaluation of the storm disposal system will address the subjects of allowable discharge, surface saltwater intrusion and flood protection. The criteria used in the evaluation are presented in the text. 1 ;• ' The applicant's engineer has shown the difference in maximum peak and total volume of storm discharge between existing and developed conditions for storm events of the 5, 10, 25, 50, and 100 year frequency storms of 5 day duration. In reviewing the project drainage scheme a I -''t reasonable baseline of comparison was considered to be the 25 year 5 ' day event, which the proposed system meets adequately. It is proposed that the project's roads be at a minimum elevation of 7 feet msl with house pad elevations at the 100 year elevation as established by HUD or 1 foot above existing ground. The Corps of i Engineers has indicated in their report entitled "Special Flood Hazard Report on South Lee County Coastal Areas", for an area located approxi- ti mately 3 miles north of the project, that the one in 100 year frequency I storm and one in 200 year storm (standard project flood) event will cause • flood surge stages of 10 feet msl and 12 feet msl, respectively. Con- sequently, it appears that, lacking specific HUD criteria, a minimum building floor elevation of 10 feet above mean sea level should be utilized for flood surge protection. Surface saltwater intrusion prevention has been incorporated in the drainage system by use of an outer dispersion berm at 3 feet msl , which acts as a initial buffer against tidal intrusion. Weir outfall crest t elevations will be at 4.0 feet msl for the lower lakes with lake berms ( , at elevation 7 feet msl. The presence of the proposed lake system and f regulation of the groundwater table should help to deter saltwater encroachment. Included with the ADA is a lake stage study report by the applicant's engineers which presents anticipated stages and conditions of the proposed lakes in the project. The purpose of this study was to I analyze and make recommendations on the viability of the two proposed lakes lying in the southern 500 acres of the site, which are located in the first phase of the development. A conclusion of the study was that irrigation water should not be withdrawn from the lower lakes, with which the District 1 concurs. Upon review of the preliminary calculations presented, it appears 1 that saltwater intrusion cannot be directly addressed until information has been collected as to the actual surface-groundwater interrelationships. Regulated lake levels could be established at a later date, based on this information. r In summary, considering the data submitted. the proposed storm water t management plan appears feasible in the uplands areas. Approval of con- struction in the northwest area is not recommended until additional informatiV is made available. The baseline for consideration of discharge from the project is that amount of storm runoff which would be discharged for the 25 year storm event of 5 day duration under preconstruction conditions, which the design meets. Until such time as the tidal surge 100 year flood elevations are established, the minimum building flnor elevations should be 10 feet above mean sea level. Minimum lake control elevations should be 4.0 feet above mean sea level for the first phase. Approval of elevaticns for subsequent phases or , -5- L • adjustment of first phase elevations should be withheld pending demonstration of satisfactory surface - groundwater relation:hips. These questions can be resolved at the time of permit evaluation. • We note that, effective with the change in water management district boundaries scheduled for December 31, 1976, a Surface Water Manage- • ment Permit for the project's drainage system will be required, pursuant to Chapter 373, Part IV, Florida Statutes. (2) Water Supply System. Potable water demands of this development are to be met by a reverse osmosis system utilizing water drawn from the Floridan aquifer, to be developed on-site by the Pelican Bay Improvement District. This entity is responsible for the provision of potable water and wastewater treatment and disposal services. Page 27-5 of the ADA outlines four parameters, listed below, which were considered by the District ne,i exploring various water supply alter- natives: (a) Adequacy of the supply for the immediate area needs and the future area needs at full development; (b) Development of a source of raw water of consistent quality; (c) Development of a water supply source which would not affect the water quality of other existing or potential water supplies; and (d) Cost comparison of alternative sources for initial development through final development phases. The first three of these parameters are of particular importance in view of the potential impacts on both the deep artesian and the shallow water table system that could result from the proposed withdrawals. We note that this general area has historically encountered water supply problems. When estimating potable water demands for this development (page 27-1), average day and maximum day figures of 150 GPCD and 360 GPCD were used respectively. In response to our request to jus`ify a maxi- mum day demand of 240% of their estimated average day, the developers cited an FCD study which gave Naples' average daily deirand as 239 GPCD which then made their maximum day figure only 151'. of this average day value. While the 151% may be an acceptable peaking factor, it should be noted that there is a major inconsistency in using one average day figure to project average daily demand over the life of a development and another average day figure to determine the maximum daily demand. District studies on water supply demands within current District boundaries have found a general range of 150 to 190 gpcd demand rate. However, the only information available on the Collier County area with regard to water demand is that generated by the U.S.G.S., from whom the 239 gpcd average demand figure quoted in the FCD report was acquired. As the table of projected demands, Exhibit 27-1, page 27-2, is based on these -6- I le 1. two coi;,p eteiy unrelated values, 150 GPCD and 360 GPCD. it should be discarded and the entire subject of anticipated demands restudied so that the table of projected demands will reflect a consistent relation- ship between the average day and maximum day per capita consumption rates. The applicant should restate his estimate of expected average day consumption rates based on the historical records and trends in the area and the type of community planned. A maximum day figure could then be derived from that value. If 239 GPCD is a more reasonable average day figure, then the average day demands givel in Exhibit 27-1 are low ':h and will in fact be much closer to the maximus: day demands. Based on the information provided in the ADA, although the Improve- r mens District has recently approved a contract for the construction of � R a test well within its boundaries, no findings are currently available from this source with regard to the feasibility of utilizing the Floridan aquifer in this area as a supply source. In addition, the U.S.G.S. office in Ft. Myers has indicated that they are not aware of any other test wells of this nature in the Collier County area. The insufficiency of data currently available on the feasibility of withdrawing large quantities of water from this source indicates the need for more detailed study of the capability of the aquifer to supply this development out adversely impacting, both qualitatively and quantitatively, any otner water supplies in the area. In the case of Pelican Bay, this is of particular concern due to the proximity of the City of Naples wellfields and the Gulf of Mexico. Excessive demand could result in either lateral l migration of more ssalinoewater er fr ,from the west or upconing of more saline 1 water from lower f A certain amount of upconing and lateral intrusion of more saline E water into the pumping zone is a distinct possibility. To what extent ; depends on the withdrawal rates, the physical characteristics of the aquifer and the proximity of the more saline zones. Increases in chloride and/or total dissolved solids in the aquifer must be avoided to prevent adverse effects on the aquifer and other legal users of the resource in the basin as provided for in the reasonable-beneficial use restraints contained in the Water Resources Act, Chapter 373, Florida Statutes. There are apparently no existing users of Floridan water near this proposed development. However, the areal extent of any intru- sive zone is unknown and may well extend far beyond the site boundaries, • and thus the potential exists for new and existing users to find that water quality has deteriorated significantly from what it was only a few years prior to the initiation of Pelican Bay's proposed large withdrawals. With regard to possible impacts on the shallow water table aquifer. although the applicant has proposed to pump irrigation water out of shallow lakes and not directly out of shallow wells. some depletion of the water table aquifer will inevitably result. The proposed golf course will be down gradient from all other users; however, the close proximity of the City of Naples' wellfield and their current water supply problems necessitates a very close look at any possible adverse impacts. Withdrawing water from the Floridan in such large quantities as is proposed might reduce the potentiometric head in the vicinity of -7- e L__ the wellfield to such an extent as to completely reverse the hydraulic gradient as it now exists. This decrease in head may induce significant downward leakage of water out of the shallow aquifer(s) into the Floridan. Since Naples' wellfield lies only about 1 mile east of the proposed development's wellfield, the effect this potential reversal of the hydraulic gradients could have on their supply requires additional study. Although the safe yield concept is not directly applicable to with- drawals from the artesian Floridan aquifer, it does provide a means for comparing the planned withdrawal to the resource in the area. In this case the estimated withdrawal rate of 16 MGD is roughly equivalent to removing over 102 inches a year in an area where normal recharge is 6-8 inches. This intensive use is tempered somewhat by noting that 16 MGD is a maximum day figure at full build out (year 2020) and withdrawal will only gradually approach that. If, however, as discussed earlier, it is necessary to adjust average daily demand figures upward substan- tially, 16 MGD may begin to approach actual average conditions. The applicant is certainly correct in stating that the Floridan aquifer will become a very important source of water as more and more demands are made on the shallow aquifers which are already severely s over-stressed in localized areas. This likely future dependence on the Floridan is all the more reason to proceed slowly to prevent any deterioration of an aquifer which may take years to recover. It should be apparent that there is a very real need for much more information on the effects of high withdrawal rates on both the quantity and quality of water available in both the pumped artesian aquifer and the overlying shallow systems. Detailed hydrogeological studies, which must include • exploratory test drilling and pumping tests designed to evaluate long term sustained yield, upward and downward leakage, and associated regional water quality impacts on the several aquifers affected, should be initiated. The extent of future development should be contingent upon the results of the data produced by these studies. In summary, the insufficiency of data currently available on the feasibility of withdrawing large quantities of water from the Floridan aquifer in this area indicates the need for more detailed study of the capability of the aquifer to supply the Pelican Bay development without adversely impacting, both quantitatively and qualitatively, any other water supplies in the area. Therefore, the extent of future development should be contingent upon the results of data produced by detailed hydrogeological studies of the area. The applicant should also revise projected average and maximum daily demands to more accurately reflect the historical records and trends in the area and the type of community planned. It should be noted that, effective with the change in water manage- ment district boundaries scheduled for December 31, 1976, a Water Use Permit for the proposed withdrawals for potable use will be required, pursuant to Chapter 373, Part II, Florida Statutes. In addition, if the proposed withdrawals from the project lake system for irrigation purposes exceed 3 million gallons during a maximum month, they will also require a Water Use Permit. -8- 3. Natural Resources • a. Topography. The site of the proposed developi,ent comprises 2,104 acres extend- ing vertically from approximately mean sea level to roughly +19 feet msl, with the highest elevations occurring along the eastern edge of the property. The land slopes downward to the west and the +2 foot msl contour marks the approximate eastern boundary of the topographically lower estuarine waterway area which occurs east of and adjacent to the gulf beach ridge. Topographic alterations proposed consist of the creation of lakes, gra ing of land surfaces and rights of way, and filling of five separate areas of low lying land. Eighteen dredged lakes are shown on Exhibit 26-1 of the ADA, which will total about 100 acres and be typically 8 to 10 feet deep. Approximately 1 .1X10,6 cubic yards of mostly sandy fill will be removed for use elsewhere on the site. Some muck will be removed from isolated pockets for horticuhural landscape use on-site. Five areas are shown in Exhibit 26-1 to be filled to approximately +7 feet msl . Fok.r occur on the lowermost area of the sandlands adjacent to hardwood stands which border the east side of the estuarine area. The fifth and-largest area to be filled is 128 acres of principally mangrove forest lying below the +2 feet msl contour, which will require • 1.9X105 cubic yards of fill to be obtained from off-site. Grading of land will occur on both the sandy uplands and the fill areas to form road grades and drainage sales and to topographically shape the golf course. Tne major negative impact associated with the proposed tupographical alterations will be the permanent elimination of 128 acres of low lying brackish wetland which principally supports healthy mangrove forest. In addition, demucking and filling of this area could adversely impact the red mangroves lining the banks of the several creeks which are to be retained. b. Soils. Soils of the proposed development consist of sands, organic material , silts or mixtures, and mucks. The eastern side, or the uplands, consist primarily of sands classed as St. Lucie, Blanton, Pompano, and Immokalee fine sands with isolated pockets of muck which are to be removed. The sands differ principally in drainage capability, however, low poorly drained areas slated for residential use are to be filled to about +7 feet msl . The soil types of the remainder of the sant lands are classed as suitable or suitable with correction for development, accord- ing to the guide "An Assessment of Development Suitability of Land in South Florida" (South Florida Regional Planning Council, 1973). Corr- ections will consist of grading, drainage and erosion control. Soils of the lower wetland portion of the site are variously muck, Beats, marls and fine sands and support mangrove swamp and tidal marsh. • 1 - . i • • s i These soils are classed as Marginal Three by the above cites. publica- f • tion as they ire mostly forested, consist principally of low bearing- strength peats and marls (calcareous silts), and occur at low elevation. These require clearing, demucking and filling for development. Two core borings presented from an area of the 128 acres in the estuarine wetlands which are proposed for development exhibited approximately 3.5 and 5 feet of organic soil present (holes 3a and 2a). There is no indica- ; .- tion as to the method of disposal for this saline soil. . The principal impact is the removal of a large quantity of estuarine organic and marl soils which presently support mangrove forest and its i •, . associated biota. Smaller quantities of freshwater wetland soils are to be removed from upland portions of the site. , `_t, 4. c. Natural Vegetation. :•_ 75. The natural vegetation of the site can be classified into the1.''. following zones corresponding to elevation, soil and salinifying : • _, conditions: 4 Zone 1. Upland-Xerophytic Zone. This zone is composed primarily orosemary-dwarf live oak areas, some pine flatwoods and scattered ephemeral ponds. The rosemary-dwarf live oak community extends mainly along US 41. Predominant species are r,,:emary shrub, t Ceratiola erocoides, live oak, and turkey oak, Quercus, sp. j Zone 2. Fresh Water Seep Zone. This zone, in which the pine flat- ff wood are located, comprises the greatest acreage of the site. } This area has been logged in the past and slash pine Pinus elliottii is the dominant tree at present, with an almost continuous cove sew palmetto. E f Zone 3. Salt-Fresh Water Transition Zone. The bay tree stands are 1 composed mai n ry of sweet bay, Magnolia virginiana, biechnum fern, i wax myrtle, Myrica cerifera and red maple, Acer rubrum. This zone 3 also includes mixed trans ion vegetation sip as sawgrass, salt- I bush, Baccharis sp., needle rush, leather fern, Acrostichum f danaeaefolium, sabal palm, saw palmetto and some Brazilian pepper. r Zone 4. Wetland Saline Zone. This highly productive zone is com- t posed-of red mangrove, black mangrove, white mangrove, Slack rush, j Juncus romerianus, a:id buttonwood, Conocarpus ejecta and Salicornia. Zone 5. Beach Strand. The beach strand is mainly dominated by seagrape, cabbage palm, yucca and extensive Australian pine. Zone 6. Gulf Fore Sh:re. The Gulf fore shore is mostly devoid of fe vegetation. il As proposed, the development will make considerable utilization of the pine flatwoods and rosemary-dwarf live oak habitat. This zone is well suited for development and the retention of pine and oak stands • -10- . -i,.<:. d{% throughout the area will greatly enhance the community as well as maintain some amount of the bird and wildlife habitat. The majority .. of the bay tree stands are also proposed to be preserved. The major habitat alteration would occur in the northwest corner -.'..a.:?. 'i.'. of the site where the applicant has proposed to fill approximately 128 �•.-;;T,:R acres of wetland vegetation including 59 acres of black mangrove, 44 ' '�'} .. acres of mixed mangrove, 18 acres of black rush, 3 acres of red man- ,•,e Yz•:: grove, 3 acres of white mangrove and 1 acre of mixed transition ' ` '' vegetation. This represents approximately 45 percent of the wetlands • i ^'; .•, 1--- on the site. The proposed detruction of 109 acres of mangrove in this ` '# area will have a substantial effect on the overall viability of Upper '..t. . 7.1 Clam Bay. This represents a very substantial reduction in the overall "- production of leaf litter entering the system, as well as a reduction '";-7Y: .�•, in the habitat the vegetation provides for various small fishes and ='�.X invertebrates. 4,,;L,=' r:: �'- The applicant has presented two ecological reports on the Clam Bay area (Humm and Rehm, 1972; Ostroff and Nevin, 1972) . These reports .Ks : ':,1;" tiit' indicated that the mangrove areas to be filled in Upper Clam Bay were i in stressed condition, with reduced productivity and negligible circu- ; • ``` lation with the Gulf. Humm and Rehm's studies indicate that they i : > found the oyster bars between Inner and Outer Clam Bays so restricted the flow of water that they considered Inner and Upper Clam Bays to be ':lrb nontidal . During the summer rainy season the oyster bar prevented rapid movement of less saline water out of the upper bays and the entrance of higher salinity water from the Gulf. Low salinities of i 7.1".and 6.2 ,were reported by Humm and Rehm in upper Clam Bay during i the summer of 1972; however, Ostroff and Nevin reported an unexpectedly high salinity of 30%,in Upper Clam Bay in October that year. Humor and • Rehm concluded that the productivity of the estuary was lowered as a result of these reduced salinities preventing the development of sea grasses and killing intertidal algae, and as a result of the stressed • condition reported for the mangroves. They also reported that wide- J':'.:-: ,;; -Lw spread grazing of mangrove prop roots by fish and radular snails in ! >.-•' Upper Clam Bay had resulted in the destruction of mangroves through undercutting of the shoreline and through the introduction of disease. Field observations and salinity measurements in the Clam Bay area on 7-15-76 by FCD s`aff were contradictory to the above findings. fi -i Salinities of 27-. in the northern end of Upper Clam Bay were approx- imately 80X seawater, based on salinity readings of 34 , in the Gulf • at Clam Pass. This high salinity in Upper Clam Bay during the summer • rainy season indicates a recent contribution of seawater to Upper Clam Bay from the Gulf. A strong seaward flow of water over and around the oyster bars betwee.. Inner and Outer Clam Bays was observed at low tide. The condition of the mar,yrove stands surrounding Upper Clam Bay was • observed to be healthy. No widespread deterioration of the mangroves • through prop-root destruction or disease was evident. Conclusions which can he drawn from these field observations are: -ll- , . F . .• .?....7„..?.,ovo.„,4,.,t...1" if...,___. _ • ,�\ s i }. S i i 1 . The Upper Clam Bay mangrove area is presently a healthy productive i 1 t estuary. 7 2. Tidal exchange presently does c:cur between the Upper Clam Bay and E the Gulf. r • 3. The Upper Clam Bay area does contribute to the detritus based food rt chains of the lower Clam Bays and the Gulf. ' 1 Any filling in the Upper Clam Bay area will reduce this contribution. � } S Ostroff and Nevin (1972) noted that the Clam Bay mangrove floodplain was rich in organic detritus. These accumulated organics serve as nourish- ment for detritus-feeders which form the base of the food web of the i mangrove swamp. These authors acknowledged that the destruction of this food source could result in the disruption and collapse of this E :- web. I In summary, the majority of the Pelican Bay property consists of ! upland areas of scattered pine, dwarf live oak and rosemary, and pal- 1 '. mettos, which appear to be suitable for development. The value of the ! completed development in this upland area as wildlife habitat will be 4 enhanced by the plans to retain natural stands of pine and oak where ; possible and to provide corridors for wildlife movement between the vegetation zones. A salt-fresh water transition zone occurs on the Pelican Bay property, separating the upland area from the estuary. Vegetation in I this area consists of bay tree stands, cabbage palm stands, and a mixed- ; transition community of euryhaline species. The applicant plans to preserve the majority of the bay tree stands, approximately 76 acres, retaining valuable wildlife habitat in the development. The major deelopmnt ofvInnereClamnBayeandlt-fresh appears toter extendnbelownthene 2 footrs tocontouuhr.e east 1 Approximately 700 acres of the Pelican Bay property are estuarine area, including the Clam Bays and the surrounding areas of mangroves. i , Five hundred and seventy acres of this area are to be reserved in a natural state. The applicant has proposed to fill 128 acres, including 109 acres of mangroves, at the north end of the saline wetland area around Upper Clam Bay, which can be expected to result in a reduction in this area's contribution to the detritus based food chain. d. Terrestrial Wildlife. In Exhibits 20-4 and 20-6 of the ADA, the applicant has presented ; a fairly complete list of the wildlife in the area, their frequency, , and the zones which they inhabit. Expected changes in the fauna due ; to development of the area include: (1) By preserving natural vegetation corridors and buffer zones in the uoland zone, the populations of song and ground birds will be disturbed as littlf: as possible. Sore macmals which are common -12- • i to the area will also benefit by the developer reserving these buffers and corridors and other natural areas in the bay tree strands strands and the bay complex. Although bobcat and deer were found to be uncommon on the applicant's property, it can be expected i. ,' ; that they will be virtually eliminated with development. { .,c;y (2) It is expected that the populations of wading birds will be reduced due to the filling of 128 acres of wetland habitat in the Upper Clam Bay area. This area is important in the food chain for f `,. _N ' many predatory birds because it contains large populations of small fish and serves as winter feeding grounds for the birds. The : roosting and feeding areas for these wading birds and pelicans will ;i-,:-..:• .. be eliminated in these filled areas. impact o f -,?04W' 3 Due to the nature of the upland areas of the site, the development in these areas on the wildlife of the region is expected to F; be minimal. However. the proposed filling of 128 acres of wetland €i habitat in the Upper Clam Bay area will result in a reduction in the roosting and feeding areas available for the wading birds of the region. r e. Aquatic Wildlife. ^K. A survey of the aquatic wildlife and the zones which they inhabit ( _ . are included in Exhibits 20-4, 20-7 and 20-8 of the ADA. The following I conclusions on the effects of development on these species can be made: } - i I (1) By constructing ponds and retention lakes as a part of the water management system, the applicant will provide a habitat for i an increased number of fresh water vertebrates and invertebrates, which presently are unable to survive in the area. (2) By dredging and filling the mangrove area surrounding Upper t Clam Bay, the population of small fish in this bay area can be s expected to be reduced. These small fish are of great importance ' in the food chain supporting wading birds and pelicans. f '- (3) Filling of the mangrove area around Upper Clam Bay can also be i expected to decrease the populations of larger fish and crustacea I in this bay. Schools of mullet which graze on mangrove roots were i noted in the Upper Clam Bay during an FCD survey of the area. i- •c i Although construction of the proposed surface water management system t will provide habitat for an increased nur.1ber of fresh water vertebrates and invertebrates, the proposed filling of 128 acres of mangrove area around Upper Clam Bay can be expected to reduce the population of both ` the small fish, important to the food chain in supporting wading birds, and the larger fish and crustacea in this bay. • f. Endangered Species. The applicant has reported that there a,e no known rare or endangered manrials on his property. girds which are listed in Exhibit 20-9---rare, -13- x. r— ,. _.,.„,... ,:loc..,,I ___ . • ...„,.., ........, i • 6 3 threatened or endangered species which roost or feed on the applicant's f property---include the short-tailed hawk, Southern bald eagle, American peregrine falcon, Eastern reddish egret, woodstork, roseate spoonbill, Florida mangrove cuckoo, and the brown pelican. An osprey nest was i sighted in the 128 acre wetland area around Upper Clam Bay which is planned for development. Each of these bird species utilizes the Clam € 1 Bay system and the surrounding mangrove area for feeding or roosting. i The filling of 128 acres of wetland around Upper Clam Bay will reduce 1 ': this feeding and roosting area by that amount, resulting in a lower carrying capacity of the area for these endangered bird species. The ponds and lakes will probably serve to benefit alligators in the area while the reserved bay strands will continue to serve as nesting sites s with access via the swales. Alligators have been known to become a menace in populated areas. It is expected that the indigo snake popula- 3 tion will be eliminated by collectors and as a direct result of development. • Green turtle nesting will be disrupted in the north and south ends of the development bj increased human traffic, building lights, and increased . raccoon predation upon the eggs. . The major impact of the Pelican Bay development on threatened or 1 endangered bird species is also concentrated in the 128 acres of saline wetland to be filled in the Upper Clam Bay area. Each of the eight (8) 's threatened or endangered bird species which are present on the property utilizes the Clam Bay estuary for feeding or roosting. The filling of these 128 acres will reduce this feeding and roosting area by that amount, resulting in a lower carrying capacity of the area for these bird species. ! C. Impact on Public Facilities of the Region. Analysis of Supply/Demand Characteristics of Public and Private Capabilities to Provide County Services and Facilities such as: 1 . Wastewater Treatment and Disposal : Wastewater treatment and disposal is to be provided by the Pelican Bay Improvement District which was created by a special act of the Florida Legislature in 1974. This District proposes to construct an ultimate capacity 2.9 MGD secondary treatment facility for the treatment and disposal of the sanitary wastewater generated by this development. The estimated design flows and loading rates are reasonable and based on current, accept- able engineering design criteria. It is proposed to dispose of the effluent from the treatment plant by means of deep well injection into the Boulder Zone at a depth of 2,500 - 3,300 feet. According to a June 29, 1976 letter from the Pelican Bay Improvement District, addressed to the Executive Director of Southwest Florida Regional Planning Council, the District has awarded a contract for the construction of a test well within the District. Presumably, the purpose of this well is to determine the feasibility of deep well injection of the sewage treatment effluent and the process waste from the proposed reverse osmosis water treatment plant. Deep well injection is considered a viable means of disposing of these wastes provided the test well demonstrates that suitable geological strata are available with the necessary horizontal and vertical transmissivities, overlaid by impervious and fissure-free formations, and at reasonable depths. While maximum lateral -14- 1 conductivity is desirable, maximum protection against vertical migration is absolutely necessary to prevent contamination of freshwater aquifers. At present, most state regulations covering the granting of drilling permits are aimed at protection of groundwater supplies (public health) and commercial mineral deposits. However, with the increased interest in waste injection, and as more wells are put into operation, the regulations can be expected to change to better reflect this new use. A demonstration i of significant need for a disposal well facility may be required to get a permit. There is an alternative to the above plan, however. The proposed project is located to the southwest and adjacent to the Collier County District "A" Water and Sewer District. According to a spokesman of the Southwest District of the Florida Department of Environmental Regulation, a 1.5 MGD regional treatment facility is currently under construction in District "A". It is 85% complete, as of July 1, 1976, and the estimated completion date is November, 1976. In 1984-85 the plant is scheduled to be expanded to 2.4 MGD with the 1 .5 MGD treatment module converted to an aerobic digester. Again, in 1987-88, the plant is scheduled to be increased to a 5.0 MGD capacity. The site is sized for an ultimate capacity 25.0 MGD facility. The plant will use polishing ponds in conjunction with evapora- tion-percolation ponds for effluent disposal. In March, 1974, Gee and Jenson conducted a study for the applicant entitled "Wastewater Treatment and Disposal Study for the Clam Bay Water and Sewer Authority." This report was furnished with the ADA. According to this report, the estimated average wastewater flow within District "A" will be 1.25 MGD in 1980. Similarily the projected wastewater flow, according to the ADA, within the Pelican Bay Improvement District will be 0.11 MGD in 1980. The total flow generated within both Districts will therefore, be 1.36 MGD. Since the regional facility will have a 1.5 MGD capacity, it appears that it would be capable of servicing both Districts at this point in time. The purpose of regional wastewater treatment plants is to collect and treat all sewage within the region at one facility. This eliminates many possible diverse point sources of pollution and provides for better treat- ment and monitoring by the regulatory agencies. Additionally, it facilitates the hiring of more highly skilled personnel to operate the plant. Operation Permits issued by the Florida Department of Environmental Regulation for the operation of treatment facilities (other than regional ones) routinely stipulate that the "plant shall be considered as an interim facility pending the availability of an areawide sewerage system. When an areawide sewer- age system is available, connection may be required for this system." The basis for this, Chapter 17-4.26 of the Florida Administrative Code, states: "(1) No person shall operate, maintain, construct, alter, modify, or expand any sewage collection system, sewage disposal system or sewage treatment facilities without a current and valid permit from the Department, pursuant to the provision of Chapter 17-6, Florida Administrative Code, unless the sewage collection, treatment -15- and disposal system will provide adequate and effective treatment in accordance with the rules and regulations of the Department and unless the system will operate as part of a regional system if one exists or be capable of tying into a regional system should one be established." As previously noted, the nearly completed first stage of the Collier County District "A" regional facility is located approximately three to five miles northeast of the Pelican Bay Improvement District. In view of this availability and the restrictions placed on the construction of new sewage • treatment plants by DER, as outlined above, every effort should be made by the applicant to connect to the regional facility. Since the Pelican Bay Improvement District is not presently a part of District "A", the possibility does exist that the regional facility will not be able to accomodate both Districts in 1985. At this time the regional facility will have a 2.5 MGD capacity and the Improvement District will be generating 0.70 MGD. Without 1985 population projections for District "A" it would be pure conjecture to try and estimate the sewage flow within this District for this period of time. The Gee and Jenson report does state, however, that District "A" is one of the more rapidly growing areas of Collier County and that growth of the area is progressing at a more rapid rate than previously anticipated in 1970. Whether or not the regional facility is capable of servicing both Districts in 1985 depends on this growth rate and the flexibility of the program to expand the regional facility. If District "A" population is excessive in 1985, and a workable solution for accelerated expansion of the regional facility cannot be reached by both Districts, then an on-site treatment facility, with on-site effluent disposal , would be acceptable on an interim basis only. In summary, in view of the proximity of the Collier County District "A" regional wastewater treatment facility and the restrictions placed on the construction of new sewage treatment plants by DER, it is recommended that the applicant strongly consider connection to the regional facility. Should this not be feasible, then consideration should be given to an alternative means of on-site disposal , other than the proposed deep well injection system. 2. Storm Water Disposal • Due to the location of this project, no public storm water disposal facilities will be affecte'1. 3. Water Supply The water supply system to be developed on-site by the Pelican Bay Improvement District, the entity responsible for providing potable water service, is discussed under the Water Quantity/Water Supply System section. Part III. SUMMARY Water Quality • i • An evaluation of the proposed drainage scheme for the Pelican Bay develop- • ment indicates that a minimal adverse impact on the surface water receiving bodies, the internal lake system and ultimately the three Clam Bays, is antici- pated with the incorporation into the drainage design of the measures outlined below. These include the use of a slight perimeter berm on all lakes receiving runoff from the golf course which will encourage seepage rather than direct overland flow into these lakes, the use of a slope of 7:1 rather than the proposed 4:1 on all the lakes which will encourage the establishment of an adequate littoral growth zone, and strong adherence to the erosion and sediment control and monitoring programs outlined in the ADA. Provided the suggestions outlined above are incorporated in the drainage scheme presented and evaluated, adequate surface water quality features are present in the projJct plans to insure that no significant adverse impacts on groundwater quality resulting from storm water runoff should occur. Due to the lack of information on the existence of a disposal zone in this area, the potential impacts of the proposed deep well injection system on ground- water quality cannot be determined at this time. The Improvement District is encouraged to seriously consider alternative methods of disposal for both the waste brine from the reverse-osmosis plant, if approved, and the sewage effluent. Water Quantity Based on an evaluation of the data submitted, the proposed storm water management plan appears feasible in the uplands areas. Approval of construction in the northwest area is not recommended until additional information is made available. Until such time as the tidal surge 100 year flood elevations are established, it is recommended that minimum building floor elevations bo 10 feet ,.5ove mean sea level. Minimum lake control elevations should be 4 feet above mean sea level for th' first phase with approval of elevations for subsequent phases or adjustments of first phase elevations withheld pending demonstration of satisfactory surface- groundwater relationships, which can be resolved during permit evaluation. We note that, effective with the change in water management district boundaries scheduled for December 31 , 1976, a Surface Water Management Permit for the project's drainage system will be required, pursuant to Chapter 373, Part IV, Florida Statutes. The insufficiency of data currently available on the feasibility of withdraw- ing large quantities of water from the Floridan aquifer in this area indicates the need for more detailed study of the capability of the aquifer to supply the Pelican Bay development without adversely impacting, both quantitatively and qualitatively, any other water supplies in the area. Therefore, the extent of future development should be contingenr. upon the results of data produced by detailed hydrogeulogical studies of the area. The applicant should also revise projected average ani' maximum daily potable water demands to more accurately reflect the histori:a7 recorIs and trends in the area and the type of commnity planned. It should be noted that effective with the change in water management district boundaries scheduled for December 31, 1976, a Water Use Permit for the proposed withdrawals for potable use will be required. pursuant to Chapter 373, Part II, Florida Statutes. In addition, if the proposed withdrawals from t'^.e project lake cvstem for irrigation purposes exceed three million aallor,s dur`nc a maximum mcr:th, they will als. requie a Water Use Permit. -17- • L- - F- - • • Natural Resources The major negative impact associated with the proposed topographical alterations will be the permanent elimination of 128 acres of low lying brackish wetland which principally supports healthy mangrove forest and its associated biota. In addition, demucking and filling of this area could adversely impact • the red mangroves lining the banks of the several creeks which are to be retained As proposed, the Pelican Bay project will make considerable utilization of the upland pine flatwoods and rosemary-dwarf live oak habitat of the site, which appears well suited for development. In addition, the applicant has proposed to preserve approximately 76 acres of bay tree stands and to place in a reserved category approximately 570 acres of estuarine area which includes the Clam Bays and the surrounding areas of mangroves. However, the applicant has also proposed to fill , for development purposes, 128 acres, including 109 acres of mangroves, at the north end of the saline wetland area around Upper Clam Bay which can be • expected to result in a reduction in this area's contribution to the detritus 1 based food chain. These 123 acres represent approximately 45t of the wetlands on the site. Due to the nature of the upland areas of the site, the impact of development in these areas on the wildlife of the region is expected to be minimal . Construc tion of the proposed surface water management system will also provide habitat for an increased number of freshwater vertebrates and invertebrates. However the proposed filling of the 128 acres of wetland habitat in the Upper Clam Bi area can be expected to reduce the roosting and feeding a,eas available for tn. wading birds of the region, including the eight threatened or endangered bird species which now utilize the property. In particular, a reduction can be expect in both the population of the small fish important to the food chain in supportir the wading birds and in the population of the larger fish and crustacea found in the bay. Public Facilities Wastewater Treatment and Disposal. In view of the proximity of the Collier County District "A" vagional wastewater treatment facility and tho restrictions placed on the cons_: uction of new sewage treatment plants by DER, it is recommenc that the applicant strongly consider connection to the regional facility. Shaul( this not be feasible, then consideration should also be given to an alternative means of on-site disposal , other than the proposed deep well injection system. Storm Water Disposal . Due to the location of this project, no public storm water disposal facilities will be affected. 'dater Supply. Water supply impacts are surrtarized under the Water Quantity section. In reviewing the natural resource and water related aspects of the Appli- cation for Development Apprc,val for the proposed Pelican Bay dcreloprent, the - #. District has determined that the following. major issues of adverse impact require resolution: 1 - (1) The capability of the Floridan aquifer to meet the potable demands of the proposed development on a long term basis, and without adversely impacting any other water supplies in the area, both qualitatively and quantitatively, has not yet been documented. (2) The existence of a disposal zone in this area for the proposed deep well injection of waste brine and sewage effluent has not yet been I documented. ' (3) The proposed filling of 128 acres of saline wetlands, or approximately 45° of the wetlands on the site, will adversely impact 109 acres of = mangrove community and will result in a reduction of valuable habitat :- for rare and endangered species which utilize the site. t =; In addition, we note the following: (1) The applicant should amend the drainage plan to include a slight perimeter berm on all lakes rec.eiving runoff from the golf course and a 7:1 rather than the proposed 4:1 slope on all lakes. (2) Until such time as the tidal surge 100 year flood elevations are • established, minimum building floor elevations should be 10 feet above � . .." mean sea level. (3) Minimum lake control elevations should be 4 feet above mean sea level for the first phase, with approval of elevations for subsequent phases or adjustments to first phase elevations withheld pending demonstra- tion, at the time of permit review, of satisfactory surface-groundwater relationships. (4) The applicant should revise projected average and maximum daily potable water demands to more accurately reflect the historical records and trends in the area and the type of community planned. (5) Effective with the change in water management district boundaries scheduled for December 31, 1976, a Surface Water Management Permit for the project's drainage system and a Water Use Permit for the proposed withdrawals for potable use will be required, pursuant to Chapter 373, . Florida Statutes. Should the proposed withdrawals from the project lake system for irrigation purposes exceed three million gallons during a maximum month, they will also require a Water Use Permit. • -19- I [' r, 1162 OQ2130 0 6,9 6 5 9 51 1985 NOV -1 P11 h: hs �i(; BOOK ' COLLIER COUNTYF PAGE RECORDED GRANT OF EASEMENT 014)513 THIS INDENTURE made and executed this 280-day of OC1Db€R- , 1985, by and among Westinghouse Communities of Naples, Inc., a Florida corporation and Glendinning Realty, Inc., a Connecticut corporation, as nominee under a joint , venture agreement dated Nov. 20, 1981 as amended, said parties hereinafter called GRANTORS; and the PELICAN BAY IMPROVEMENT DISTRICT, a political subdivision of the State of Florida, hereinafter called GRANTEE: WITNESSETH: That for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the GRANTORS hereby grant to GRANTEE, its successors or assigns, an easement for drainage, including the construction, maintenance, repair and replacement of drainage swales, structures, pipes, manholes,. and related appurtenances over under and through the property, as more particularly described on EXHIBIT "A" attached hereto and made a part hereof. TO HAVE AND TO HOLD the easement hereby granted unto said GRANTEE, its successors and assigns. GRANTEE by acceptance of this easement agrees for itself, its successors and assigns, to maintain said easement and in no way interfere, at any time with the right of ingress or egress of GRANTORS, their successors and assigns, or any other party requiring accesta_a.0, of the property over which said easement is granted. GRA NTF,E-. fu tler gree s`-tliat it will at all times use extreme care to restore allgtl u .d �? lgoir' ter condition than found prior to construction,�,ma nn n ee or repair: This is a private/e ea ment between GRANTORS ( NTEE and neither the general public nor any purchhaser of property unem be -d by this easement shall acquire any rig , tl.e or�'mtere or to the -asement, Further, this easement may be odified or vac -teed wi ho t notic to the general public or any purchaser f p .per � nem�ergd.ahy h- a t. In the even GR. EE, it s cc ssdr : • -on :•s1all fail to use this easement for th 'ps s i ended: h n ,'1`-NTE i s ucc-ssorsccor assigns, shall vacate sai t s. q't„ _ant p r.' there . t GRANTORS, the r ccessors or assigns, 5 11 on ai'd vacation, have the right to require , it successors or- 'gr%p,Aon ove any structures or improvements which affect the use of t 1 IN WITNESS WHEREO\ h GRANTORS have taus .these presents' to be executed in their name, and th t."corpdrate.. e..ls-yto Fe eunto affixed, by their officers thereunto ddl iuth i flg, _x day and year first above proper L •. written. ~� �_ Signed, Sealed and delivered WESTINGHOUSE COMMUNITIES OF NAPLES, INC. . in the presence of a for'.• corporation ct -dee / l 10d? til �-1 \ rJ r" 411 t : ron '. 'oste x- ce 'resi.ent n+ • v1� s 4 o /lUdie...21 �n ":,--.3 / GLENDINNING REALTY, INC. as nominee a under a joint venture agreement dated j rJ' Nov. 20, 1981, as amended. Jo By: (/ !�--- '%j� • /('; I11\ /�jy/!.�![a.�l��_cl%xi1 Thomas J. Win Mel Presi e e ),.. „__C) p " "V Received S . Page 1 of 2 Documentary Stamp Tax Collier County, Florida Willi J. Red'gon,CI k DA ,,j000/ L m..., . OCII62 0 0 2 I 3 I OR BOOK PAGE STATE OF FLORIDA ) COUNTY OF COLLIER ) The ',f,ore`goiing instrucment was acknowledged before me this‘�day JQ of -p,kw',�^-t-' . 1985 by Byron R. Koste as Executive Vice President of WESTINGHOUSE COM1UNITIES OF NAPLES, INC. on behalf of the corporation. goland Qi ry Pub C My Commission Expires: '' � ,r '. � :: MARY PUBLIC SIATE Of f L00101 r i -r,•, . •�+• �•;; IT EMISSION ESP JURE 17,1909 '.a,",. .1 MUD MU GENERAL INS.U40. til''-,0:: STATE OF pi4R 4 ) ,. :'.., . ''Y COUNTY OF Co//ih2 ) ••• ',,,, The foregoing instrument was acknowledged before me this,, `F) ,day of . -R -- , 1985 by Thomas J. Winschel as President of •GLEN41�1NLNG ;,x- REALTY, INC. ..,-' - . .fires: ' .,�', / ///(7(1 '. RT 00001101 1 E JILY BOPO[D 11NM1 I L..-� �, s 1 Z(11) D, .,,,, . ,t,7... 2 - , i 7 Page 2 of 2 L , • 1 - — - •. 11I162 002132 • OR BOOK PAGE LEGAL DESCRIPTION PELICAN BAY IMPROVEMENT DISTRICT DRAINAGE EASEMENT DRAINAGE SYSTEM III DETENTION AREA 1 A portion of parcels "A", "B" and "C" of Pelican Bay Unit 4 according to the plat thereof as recorded in Plat Book 13 at pages 30 through 32 of the Public Records of Collier County, Florida, more particularly described as follows: COMMENCE at the southeast corner of Section 4, Township 49 South, Range 25 East, Collier County, Florida; thence N 00°38'55" W along the east line of said Section 4 for 2339.33 feet to the easterly prolongation of the center- line of Gulf Park Drive as shown on the Plat of Pelican Bay Unit 2 as re- corded in Plat Book 12 at Pages 74 through 79 of the Public Records of Coll- ier County, Florida; thence along said centerline for the following described two (2) courses: (1) S 89°21'05" W for 467.07 feet to the point of curvature of a circular curve concave to the southeast; (2) thence southwesterly along the arc of said curve having for its elements a radius of 1200.00 feet and a cen- tral angle of 14°00'33" for 293.41 feet; thence S 14°39'28" E along a line radial to said curve for 60.00 feet to an intersection with the southeaster- • ly right-of-way line of said Gulf Park Drive, and the point of beginning of the herein described parcel of land.;thence-S-4 °01'05" E for 144.97 feet; thence S 00°00'00" W for 254.3,8 e e c� '25" E for 96.83 feet; thence N 90°00'00" E for 430'.1.5 e 0° er " E for 90.00 feet; thence S 66°21'05" W for #6 .5%;feet; thence N 6625'.49"-W for 51.51 feet to the point of curvature o ,,aa 'circular curve conca . o� a northeast; thence northwesterly a and northerly along the arc of s-.d cu a having for its elements a radius, of 44. feet and_a.,centr angle of 6 °26'53" for 53.58 feet to the point of reATIbecury ure of�a circul-r c rve concave to the west; thence northerly • o . th rc f said'curve ha ing ,for its ele- ments a radius of 2 0.0 e- . , hr .f s -- '17' for 28.43 feet; thence N 21°23'10' W for "58 06 fee t:..15,1 Ete .•ctrion ith the arc of a circular cury ' con v to he so'th+ st( said ..i t dears g N 42°09'27" E from the radius poi curvy p \04,,,,feu _ride 1a'' rthw-„ to y 1a the arc of said curve having fbbbor i a ements a radius 135.1; eetGaid a central angle of 01°59'12" for 4.6 t to the point of tan. ncy; the ce)N/49°49'45" W for 80.50 feet to the poi ' curvature of a cir . .'. cury 40gave to the north- east; thence northwes r .'along the arc of sa +' ur b ng for its ele- ments a radius of 210.0 fee and a central angle o ,711p04" for 64.76 feet to thepoint of compdun �e of a circular rve.cave to the east; thence rthwesterly and nr "aloag the a,,cc��ggid curve having for its elements a radius of 135.00 eet7a, d a c� Vangle'`of 30°16'19" for 71.33 feet to the point of tangency; thennse .. 5.3 22" W for 20.00 feet to the point of curvature of a circular curve concave to the southwest; thence north- erly and northwesterly along the arc of said curve having for its elements a radius of 150.00 feet and a central angle of 48°37'09" for 127.29 feet to the point of compound curvature of a circular curve concave to the southwest; • EXHIBIT "A" 4 Page 1 of 2 CY C2/I��, V L I 0C, 1 1 62 0021 33 • OR BOOK PAGE thence northwesterly along the arc of said curve having for its elements a radius of 450.00 feet and a central angle of 09°29'48" for 74.59 feet to the point of compound curvature of a circular curve concave to the south; thence northwesterly and westerly along the arc of said curve having for its ele- ments a radius of 35.00 feet and a central angle of 26°48'22" for 16.38 feet to the point of reverse curvature of a circular curve concave to the north; thence westerly and northwesterly along the arc of said curve having for its' ' elements a radius of 35.20 feet and a central angle of 58°36'40" for 36.01 feet to an intersection with the arc of a circular curve concave to the south- east, being of .portion of the aforementioned southeasterly right-of-way line of Gulf Park Drive, said point bearing N 28°11'30" N from the radius point of said curve; thence northeasterly along the arc of said curve having for its elements a radius of 1140.00 feet and a central angle of 13°32'03" for 269.28 feet to the point of beginning. 13 HAY 83 305-021.00 lik_16R COO (0\„V\DIL E-4 C./y) EXHIBIT "A" Page 2 of 2 R"'"' " cUNYY`FLIP 40-,Mie.rai court L • ��,�.. . _. ,.:ter,,,, ,:;��.. . ,_,.:,.:: , :: , , . .•.,: ....,. :•,• .. _ r _ 01 148628 1980 JAN 1s PM I: 23 001321 002376 COLLIER COUNTY RECORDED OR BOOK PAGE REC 2_ PRM--9-120_ GRANT OF EASEMENT DOC . SS INT IND This indenture made and executed this 77-4' day of 1988, by and between Westinghouse Communities of Naples, Inc., hereinafter called GRANTOR; and the PELICAN BAY IMPROVEMENT DISTRICT, a special taxing District organized and existing under the laws of the State of Florida, hereinafter called GRANTEE; WITNESSETH : That for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the GRANTOR hereby grants to R g t3 • IA r RANTEE, its successors or assigns, an easement for access and a. s o rainage, including the construction, placement, maintenance, e c a o epair and replacement nag s, lakes, embankments, -13 p ca tructures, pipes, ah and rela1=d appurtenances over,o Pt- under, on and thro,gh tH4`• r9arti des ri ed on EXHIBIT "A" U u. attached hereto and m a = r o r ix TO HAVE AND TO I LD the easeme! "e ci granted unto said Eu► 8 GRANTEE, its successortt''' \� s7sign[s. r��,� u w \t1 C iw I u•� o- V m GRANTEE, by acceptance of this easement agrees for itself, its successors and assigns, to maintain the water management and drainage facilities within said easement and not interfere , o ,r with the right of ingress or egress of GRANTOR, its successors m and assigns, or any other party requiring access over the N .M properties over which said easement is granted or to any C.)01 >M 's"' properties abutting the properties encumbered by this easement. 0 m 73t7. GRANTEE agrees that it will, to the extent reasonable and S-O i . m 0 O a LL possible under the circumstances, use care in performing work I- as � g a v within the properties encumbered by this easement. GRANTOR =N I—E1-,0 wroo ro Page 1 of 3 MI 0581.1al/d1l ,fir;'",'+ k.}:in } :-A, ..? 001321 002377 OR BOOK- PAGE agrees for itself and its successors and assigns that it will be responsible for the cost of restoration of improvements (e.g. bike paths, landscaping, lighting fixtures, etc. ) that have been or will be located in portions of the properties encumbered by this easement. This is a private easement between GRANTOR and GRANTEE and neither the general public nor any purchaser of property unencumbered by this easement shall acquire any right, title or interest in or to the easement. Further, this easement may be modified or vacated without notice to the general public or any purchaser of property unencumbered by the easement. In the event GRANTEE, its successors or assigns, shall fail to use this easement for the purposes intended, then GRANTEE, its successors or sign shall vacate said easement or relevant part thereo '-y>''�F-C0L1k GRANTOR, its su cees-so?sf-br y a si n , shall upon said vacation, have the ri ht o �r$q �G E its successors or n \ v assigns, to remove .e y struc urea dor im z ements which may affect the use of th *- perty. ,O J 0 ?;12 rTTRRC IN WITNESS WHEREOF, ti tt " as caused these presents to be executed in its name, and its corporate seals to be hereunto affixed, by its proper officers thereunto duly authorized the day and year first above written. WITNESSES: Westinghouse Communities of /L ,7A j Naples 'nc. E//,; Rig ron - Ko e, 'resident 4_ Page 2 of 3 0581.1al/dll , ;-.i -41 I) orgO fi r a4's" -"Mair<}`n a} ll; c i . s ... kr ti. , 001321 002378 . OR BOOK. PAGE GRANT OF EASEMENT • STATE OF FLORIDA ) COUNTY OF COLLIER ) I HEREBY CERTIFY that on this day, before me, an officer duly authorized on the. State and County aforesaid to take acknowledgments, personally appeared Byron R. Koste, known to me to be the President of Westinghouse Communities of Naples, Inc., and that he acknowledged executing the same in the presence of two subscribing' witnesses freely and. voluntarily under authority duly vested in him by said corporation. WITNESS my hand and official seal in the County and State last aforesaid this -7." day of Qij4ur�,lui ,.A.D., 1988. (Y ,i �?4,,J Notary Public Notary Public;State of Florida at'Larr e My Commission Expires Ari 23, 1591 Bonded thru Agent's Notary Brokerage This document prepared by: Linda A. Lawson 801 Laurel Oak Drive Suite 500 — . •. Naples, Florida 33963 V, VaR C®�Jh, ( c) 7f7, f" 15,e ill 0 • • I' Page 3 of 3 0581.1al/dll =m r-.. ,,r 4,- - • 1:. • ) WILSON • MILLER • BARTON • SOLL &. PEEK, INC. . - f ENGINEERS. PLANNERS SURVEYORS 1383 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 33942-5986 [B13]643-4545 • Legal description of a lake easement located in . Section 4, Township 49 South, Range 25 East, and in Section 33; Township 48 South, Range 25 East, . Collier County, Florida (PELICAN BAY - LAKE 6) •p o (Revised 11-23-87) • 73 Co co • CD All that part of Section 4,• Township 49 South, Range 25 East and CD N all that part of Section 33, Township 48 South, Range 25 East, Collier County, Florida being more particularly described as follows; • Commencing at the northeast corner of said Section 4; thence along the north line of said Section 4 North 89°-38'-59'• West 873.97 feet to. the POINT OF BEGINNING•of the parcel herein 'described; thence South 66°-00'-00" West 140.90 feet; thence South 58°-00'-00" West 237.00 feet; , thence South 48°-30'-00" West 91.00 feet; e • thence South 33°-30'-00" West 145.00 feet; o thence South 13°-45'-00" West 209.50 feet; a N thence South 23°-15'-00" East 242.00 feet; GD• co - thence South 10°-00'-00"East 127.00 feet; • I11 ti thence South 34°-00'-00" East 91.50 feet; CO thence South 6°-00'-00" East 93.00 feet;. thence South 3°-30'-00:2--� feet; thence South 31°-45� 0�' 1Vy��LO et; thence South 71.-24E2 E2 '"!East 22. ; thence South 45°--0 ' 0" East 72.61 :e thence South 27° 30' '-Feat 83 0 f et,, • thence South 68°-3 ' '1 Sat 37. 0 fe t to a point on a curve; (.--elthence southerl �� het o:pg a• c pE a non tangential circular curve 'Y a • h A.st,�h v 1n a radius of 40.00 9 feet, through a br e-o, 4 0 .r.0, " and being subtended by a �,d which bears ou h 45'-00" East 31.58 feet to a point aid curve; N thence South 65°- 0" .West 31. e , thence South 437-0 ,c9„,. West .114,:st.,- t; thence South 22'-30 0'0"1, 6-3 0et; -' ; thence South 53°-30'-0 1�` t feet; thence South 41°-30'-00" East-5f.00 feet; . thence South 2.3°-00'-00" East 43.00 feet; thence South 76°-00'-.00" East 54.00 feet•to a point on a curve; thence southeasterly 31.42 feet along the arc of a ' non-tangential circular curve concave to the northeast, having a radius of 40.00 feet, through a central angle of. 45°-00'-00" 'and being subtended by a chord which bears South 08°-30'-00" East 30.61 feet to a point on said curve; thence South 59°-00'-00" West 38.18 feet to a point on a curve; thence southwesterly 101.62 feet along the arc of a non-tangential circular curve concave to the northwest, having a radius of 120.00 feet, through a central angle of 48'-31'-20" and.being subtended by a chord which-bears South 14°-12'-15" West 98.61 feet; (continued on page 2) EXHIBIT "A" RAYMOND W.MILLER.RE.•WILLIAM L.BARTON,P.E.•THOMAS R.PEEK.P.E..PLS.•WILBUR M.CHRISTANSEN.O.L.E.•CLIFFORD H.SCHNEIDER.P.E. BENJAMIN C PRATT.PE-,PL.S.•CARL H.BOLL.OLE.•FERMIN A.DIA2.PE.•JOHN E.BOUTWELL,PLS•GARY L.OANCA.CPA•ALAN D.REYNOLDS.A.I.CF • Fort Myers.Florida 1613]337-4611 • • 001321 002380 • e OR BOOR PAGE • yiV, v 4c"'•— WILSON•MILLER•BARYON•BOLL S PEEK,INC. Q • Legal description of a lake easement located in Section 4, Township 49 South, Range 25 East, and in Section 33, Township 48 South, Range 25 East,Collier County, Florida (continued from page 1) thence South 38°-27'-55" West 26.00 feet to the northeast corner of Pelican Bay Unit Six, according to the plat thereof as recorded in P.B. 14, pages 31 and 32, Public Records of Collier County, Florida; thence along the westerly line of said Pelican Bay Unit Six in the following twenty seven (27) described courses; 1) South 38'-27'-55" West 81.12 feet; 2) South 19°-17'-24" West 40.10 feet; 3) South 53°-30'-00" East 41.73 feet to a point on a curve; 4) southerly 37.35 feet along the arc of a non-tangential circularcurve concave to the east, having a radius of 40.00 feet, through a central angle of 53'-30'-00" and being subtended by a chord which bears South 09'-45'-00" West 36.01 feet to a point on said curve; 5) South 73°-00'-00" West 56.86 feet; 6) South 19°-17'-24" West 66.75 feet; 7) southerly and southeasterly 122.43 feet along the arc of a circular curve concave to the northeast, having a radius of 133.45 feet, through a central angle of 52°-33'-54" and he-iri �7p- t nded by a chord which bears South 06°-59'7, ""1, i8? feet to a point of reverse curvat r-, 1 8) southeaster) ))'2.60 feet alo a arc of a circular curve concav (to—the southwest h wing a radius of 272.46 fe t t 'r= •h a Geral .ng a of 17'-22'-10" and being s t d-a-..y - 'ox w i ' bears south 24'-35'- 5" E s 8:�2; `- t \po;nt on said curve; 9) South 76 -4 ' 0 l" teas 0' f-1 t• a point on a curve; IIJJ .. 10) southeasr y 34.03 feet lon g,, arc of a non-tange 1 circular ejc :ve to the northeast, c. .+.T- ing a radius b . .a0 feet, through a central ang 48'-45'-00" NI. beingsubtended by a chord which s `9 . 30" East 33.02 feet to a point on said- u 4 ;CTS / 11) South 54'-30'-00" est,-33'.91 feet to a point on a curve; . 12) southwesterly 92.16 feet along the arc of a non-tangential circular curve concave to the northwest, having a radius of 272.46 feet, through a central angle of 19°-22'-51" and being subtended by a chord which bears South 06°-29'-14" West 91.72 feet to a point of reverse curvature; 13) southwesterly and southeasterly 171.57 feet along the arc of a circular curve concave to the east, having a radius of 224.14 feet, through a central angle of 43°-51'-31" and being subtended by a chord which bears South 05°-45'-06" East 167.42 feet to a point on said curve; - (continued on page 3) I EXHIBIT "A" :1; idn .`) I is _._.. ..... .. .. ... JPS$`: howgemp 001321 002381 OR BOOK PAGE • WILBON•MILLER•BARTON •BOLL IL PEEK,INC. n . • Legal description of a lake easement located in Section 4, Township 49 South, Range 25 East, and in Section 33, Township 48 South, Range 25 East, Collier County, Florida (continued from page 2) 14) North 89°-21'-05" East 36.84 feet to a point on a curve; 15) southeasterly 64.64 feet along the arc of a non-tangential circular curve concave to the northeast, having a radius of 40.00 feet, through a central angle of 92°-35'-30" and being subtended by a chord which bears South 46°-56'-40" Fast 57.83 feet to a point on said curve; 16) South 34°-45'-00" West 37.83 feet to a point on a curve; 17) southeasterly 39.91 feet along the arc of a non-tangential circular curve concave to the northeast, having a radius of 224.14 feet, through a central angle.of 10°'-12'-03" and being subtended by a chord which bears South 56°-08'-05" East 39.85 feet to a point of reverse curvature; 18) southeasterly 365.54 feet along the arc of a circular curve concave to the southwest, having a radius of 325.00 feet, throu .-a. central angle of 64°-26'-32" and being subt ItYCO d which bears South 29°-00'-50" fit- 6":��€ e�I a point of compound curvature; (• 19) southerly 3`: 6 feet along tha c of a circular curve concave el„west' --ha-vin a ead\us of 103.75 feet, through c ntrral" n• e of 12°- 7' 34" and being subtended V '.-. ls S uth 09°-36'-13" West 23.112 f `t t . :174 a pa'd curve; 20) South 74° 0 E .6 flee 21) South 571T-` \91::18". st 22) southwes167.35 feet a1.ng arc of a circular curve cone i, to the sout"``��'"e4t,_(11 ving a radius of 430.00 fee\ rough a centr la' gle of 22°-17'-58" and being s .7 ed by a c hick bears South 46°-40'-19" t��311eve�t o a point of reverse curvature; _tt 23) southwesterly and northwesterly 75.99 feet along the arc of a circular curve concave to the north, having a radius of 50.00 feet through a central angle of 87°-04'-55" and being subtended by a chord which bears South 79`-03'-48" West 68.89 feet; 24) North 57°-23'-45" West 12.6.21 feet; 25) South 32°-36'-15" West 1.6.00 feet; 26) North 57°-23'-45" West 19.36 feet; 27) northwesterly 85.25 feet along the arc of a circular curve concave to the northeast, having a radius of 1466.00 feet, through a central angle of 03°-19'-55" and being subtended by a chord which bears North 55`-43'-48" Wear. 85.24 feet to a point on said curve; thence leaving the westerly line of said Pelican Bay Unit Six South 84.-30'-00" East 130.00 feet; thence North 3°-00'-00" West 83.00 feet; (continued on page 4) EXHIBIT "A" • . Wei•rp+,'J• Yr..h.5,1•ieWtu..:: ..x ,31::, :L,,. .r V ... .. , 001321 002382 • ° OR BOOK PAGE • �f " WILSON••MILLER•6ARTON•BOLL 6 PEEK,INC. yCt`r 0 Legal description of a lake easement located in Section 4, Township 49 South, Range 25 East, and in Section 33, Township 48 South, Range 25 East, Collier County, Florida (continued from page 3) thence North 7.-151-00" East 210.00 feet; thence North 0°-15'-00" West 49.50 feet; thence North 14.-301-00" West 76.00 feet; thence North 26°-30'-00" West 150.00 feet; thence North 18°-45'-00" West 126.50 feet; thence North 7°-00'-00"•East 109.00 feet; thence North 11°-30'-00" West 192.00 feet; thence North 10°-00'-00" East 73.00 feet; thence North 21°-45'-00" East 111.00 feet; thence North 4°-30'-00" West 80.00 feet; thence North 1°-45'-00" West 274.00 feet; thence North 10°-30'-00" West 207.00 feet; thence North 15°-15'-00" West 204.00 feet; thence North 18°-30'-00" West 237.00 feet; thence North 25°-30'-00" West 76.00 feet; thence North 18°-00'-00" West 196.00 feet; thence North 0°-15'-00" East 119.00 feet; thence North 10°-00'-00" East 116.00 feet; thence North 16°-30'-00" East 193.00 feet; thence North 33°-30'-00" East 338.50 feet; thence North 47°-15'-00"' ^-.- • 50 feet; thence North 20.-151-.11, .•" t�atfi+ eet; thence North 8°-00' •1' ast 18 •'e -t; thence North 32°-.' .0" East 96.00 --•e thence North 81° 45'-+e" ast 109.50 ee ; thence South 82°-Oe '-6'e" E sf +: 00 -et• thence South 60 -0e'- e" -s to --t; thence South 18.-. .1 11 i IV 1,e e-t; thence South 4.-1'' 00' t " 5e -e thence South 34°- •' :+ - 2. �e -e-- , thence South 66 +'-00" West 8 , 10 fe- o the Point of Beginning of th- t cel herein • •i• ., subject to easements .. estrictions '• d; containing 20.62 acres roor less. � . WILSON, MILLER, + BARTON, SO . Reg. Engineers and Land Surve • BY (A 1t P ---. _� DATE /� ilbur N. `Chrisstianson, Jr., P.L.S. #2765 /� J Not valid unless embossed with the Professional's seal. W.O. 27938 • Ref: 5L-116 (LS:kd lake 6) Date: September 16, 1987 Revised: 11-23-87. f' EXHIBIT "A" COW AR3CLo:;N7I�I IipF },-g1A4.a+R.Y l. A .. »9+.u... z.Y-:1,g;,,,t --- ;1 '` Protecting South Florida s Water Resources 411 Y �. 4P10 ty,4h41949./969 • -9`41 �y� 1�r eme� is ict (107 _ South Florida Water Manag s'a Fort Myers Area Office • 2209 Peck Street • Fort Myers.FL 334011 • (813)332.0399 • FL WATS 1.800.248-1201 Application No. 890811-1 Permit (Mod.) 11-00065-S Regulation Department October 12, 1989 Pelican Bay Improvement District c/o Steven J. Gunden Wilson, Miller, Barton, Soli, and Peek, Inc. 1383 Airport Road, North Naples, Florida 33942 Dear Mr. Gunden: Subject: Pelican Bay, Unit 13, Systems IV and V, Application No. 890811-1, Permit (Mod.) No. 11-00065-S, Collier County, SO4/T49S/R25E and S33/T48S/R25E After reviewing the plans submitted August 11, 1989, for construction of a water management system serving 9.3 acres of right-of-way in System IV and 8.6 acres of right-of-way in System V of Pelican Bay, Unit 13, District staff has determined that they are in compliance with the original permit issued. Therefore, construction may proceeSystemIV, SpecialConditions subject the Standard forLimiting V, andConditions, 6 Exhibits.Special Conditions for ystemV, 10 Sincerely, get"Ydr: ' Edward Yaun, P.E. Supervising Professional Surface Water Management Div. EY/cam enclosures Governing Board. James F.Garner.Chairman•Fort Myers Arsenio Milian•Miami Ken Adams•West Palm Beach John R,Wodraska.Executive Director Doran A Jason.Vice Chairman-Key Biscayne Fritz Stein•Belle Glade Valerie Boyd•Naples Tillord C Creel.Deputy Executive Director 11) York-Palm City Mike Stout•Windermere James E Nall•Fort Lauderdale District Headquarters, P.U.!lox 24080 • 3301 Gu n Club load • West Palm Beach,FL 33418-4880 • (4(17)686-881(i) s Florida WATS I.800.4P-21145 • LIMITING CONDITIONS t. THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH.WILDLIFE,NATURAL ENVIRONMENTAL VALUES, AND WATER QUALITY.THE PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD,INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES.TO REDUCE EROSION, TURBIDITY,NUTRIENT LOADING AND SEDIMENTAIION IN THE RECEIVING WATERS. 2. WATER QUALITY DATA FOR THE WATER-DISCHARGED FROM THE PERMITTEES PROPERTY OR INTO SURFACE WATERS OF THE STATE SHALL BE SUBMITTED TO THE DISTRICT AS REQUIRED.PARAMETERS TO BE MONITORED MAY INCLUDE THOSE LISTED 1N CHAPTER 17-3.IF WATER OUALITY DATA IS REQUIRED,THE PERMITTEE SHALL PROVIDE DATA AS REQUIRED.ON VOLUMES OF WATER DISCHARGED.INCLUDING TOTAL VOLUME DISCHARGED DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE PROPERTY OR INTO SURFACE WATERS OF THE STATE. 3. THE PERMITTEE SHALL COMPLY-WITH ALL APPLICABLE LOCAL SUBDIVISION REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION THE PERMITTEE SHALL OBTAIN ALL NECESSARY FEDERAL.STATE,LOCAL AND SPECIAL DISTRICT AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF WORKS AUTHORIZED BY THIS PERMIT. • 4. THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTILA FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE DISTRICT.WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM,THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND NOTIFY THE DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND APPROVAL.UPON APPROVAL OF THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM.THE PERMITTEE SHALL REQUEST TRANSFER OF THE PERMIT TO THE RESPONSIBLE ENTITY APPROVED BY THE DISTRICT. S. ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE LOCAL GOVERNMENT FLOOD CRITERIA. • ' ®. ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE APPLICABLE LOCAL GOVERNMENT. • 7. OFF-SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT.NQ ROADWAY OR BUILDING CONSTRUCTION SHALL COMMENCE ON-SITE UNTIL COMPLETION OF THE PERMITTED DISCHARGE STRUCTURE AND DETENTION AREAS.WATER DISCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR REGULATING UPSTREAM WATER STAGES.STAGES MAY BE SUBJECT TO OPERATING SCHEDULES SATISFACTORY TO THE DISTRICT. B. NO CONSTRUCTION AUTHORIZED HEREIN SHAU.COMMENCE UNTIL A RESFxONSIBLEENT1TY ACCEPTABLE TO THE OISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO OPERATE AND MAINTAIN THE SYSTEM.THE ENTITY MUST BE PROVIDED WITH SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT FACILITIES AUTHORIZED HEREIN.UPON RECEIPT OF WRITTEN EVIDENCE OF THE SATISFACTION OF THIS CONDITION.THE DISTRICT WILL ISSUE AN AUTHORIZATION TO COMMENCE CONSTRUCTION. THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER 40E-4,FAC. 10. THE PERMITTEE SHALL HOLD ANC SAVE THE DISTRICT HARMLESS FROM ANY AND ALL DAMAGES.CLAIMS.OA LIABILITIES WHICH MAY ARISE BY REASON OF THE CONSTRUCTION,OPERATION.MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY THE PERMIT. 11. THIS PERMIT IS ISSUED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH REASONABLY DEMONSTRATES THAT ADVERSE OFF-SITE WATER RESOURCE RELATED IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY.IT IS ALSO THE RESPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF-SITE WATER RESOURCE RELATED IMPACTS DO NOT OCCUR DURING CONSTRUCTION. 12. PRIOR TO DEWATERING.PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL INFORUATION SHALL INCLUDE AS A MINIMUM:PUMP SIZES.LOCATIONS AND HOURS OF OPERATION FOR EACH PUMP.IF OFF-SITE DISCHARGE IS PROPOSED.OR OFF-SITE ADVERSE IMPACTS ARE EVIDENT,AN INOIVIDUA.WATER USE PERMIT MAY BE REQUIRED.THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY se REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. 0 '440/01 '41mi SPECIAL CONDITIONS (System IV) 1. MINIMUM BUILDING FLOOR ELEVATION 12.0 FEET NGVD OR 18 INCHES ABOVE ADJACENT ROAD CROWN, WHICHEVER IS HIGHER. 2. DRAINAGE AREA NUMBER 1 2 3 4 MINIMUM ROAD CROWN ELEVATION 9.6 8.6 6.4 6.0 3. DISCHARGE FACILITIES: DRAINAGE AREA 1: DESCRIPTION: 1-3 SIDED DROP INLET WITH A TOTAL WEIR LENGTH OF 20.0' AND A CREST AT ELEVATION 7.42' NGVD, 1-58 DEGREE V-NOTCH BLEEDER WITH AN INVERT AT ELEVATION 6.0' NGVD AND 2-400 FOOT LONG 54" DIAMETER RCP CULVERTS. RECEIVING WATER: DRAINAGE AREA 2. CONTROL ELEVATION: 6.0 FEET NGVD. DRAINAGE AREA 2: DESCRIPTION: 1-3 SIDED DROP INLET WITH A TOTAL WEIR LENGTH OF 20.0' AND A CREST AT ELEVATION 4.5' NGVD AND 2-170 FOOT LONG 43" X 68" ELIPTICAL RCP CULVERTS. RECEIVING WATER: DRAINAGE AREA 4. CONTROL ELEVATION: 4.5 FEET NGVD. DRAINAGE AREA 3: DESCRIPTION: 2-320 FOOT LONG 24" X 38" ELIPTICAL RCP CULVERTS WITH INVERTS AT ELEVATION 3.5' NGVD. RECEIVING WATER: DRAINAGE AREA 4. CONTROL ELEVATION: 3.5 FEET NGVD. DRAINAGE AREA 4: DESCRIPTION: 10 WEIRS WITH A TOTAL WEIR LENGTH OF 26.0' AND CRESTS AT ELEVATION 3.6' NGVD. RECEIVING WATER: INNER AND OUTER CLAM BAY. CONTROL ELEVATION: 2.0 FEET NGVD (BY PERCOLATION). toot SPECIAL CONDITIONS CONTINUED (SYSTEM IV) 4. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY WATER QUALITY, EROSION OR SHOALING PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM. 5. MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER. 6. THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT WATER QUALITY TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE SHOWN TO BE NECESSARY. 7. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY OF THE PELICAN BAY IMPROVEMENT DISTRICT. 8. LAKE SIDE SLOPES SHALL BE 4:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF TWO FEET BELOW THE CONTROL ELEVATION. SIDE SLOPES SHALL BE NURTURED OR PLANTED FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE GROWTH. 9. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF ANY OTHER FACILITIES IN SYSTEMS IV, V, AND VI, DETAILED PAVING, GRADING, AND DRAINAGE PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. • . ._.. . ........ Swo SPECIAL CONDITIONS (System V) 1. MINIMUM BUILDING FLOOR ELEVATION: 11.0' NGVD FOR DRAINAGE SYSTEM V, AREA 3 ONLY. 12.0' NGVD FOR THE REMAINDER OF SYSTEM 5. 2. MINIMUM ROAD CROWN ELEVATION: AREA FEET NGVD 1 11.6 2 10.3 3 5.5 3. DISCHARGE FACILITIES: SYSTEM V DRAINAGE AREA 1: 1-4.5' WIDE WEIR WITH A CREST AT ELEVATION 8.45' NGVD, 1- .69' WIDE, 26.6 DEGREE V-NOTCH WEIR WITH AN INVERT AT ELEVATION 7.0' NGVD, 110 LF OF 54" AND 150 LF OF 60" DIAMETER RCP CULVERT. DRAINAGE AREA 2: 1-3.69' WIDE WEIR WITH A CREST AT ELEVATION 6.69' NGVD, 1- 1.59' WIDE, 98.1 DEGREE V-NOTCH WEIR WITH AN INVERT AT ELEVATION 6.0' NGVD, 525 LF OF 48" AND 600 LF OF 54" DIAMETER RCP CULVERT. DRAINAGE AREA 3: STRUCTURE #1: 1-30.0' WIDE WEIR AT ELEVATION 4.0' NGVD. STRUCTURE #2: 1-4.0' WIDE WEIR AT ELEVATION 4.0' NGVD. STRUCTURE #3: 1-5.5' WIDE, 165 DEGREE V-NOTCH WEIR WITH AN INVERT AT ELEVATION 2.5' NGVD AND 95 LF OF TWIN 38" X 60" ERCP CULVERTS. RECEIVING WATER: GULF OF MEXICO VIA SYSTEM VI. Now SPECIAL CONDITIONS CONTINUED (SYSTEM V) 4. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM. 5. MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER. 6. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM. 7. THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT WATER QUALITY TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE SHOWN TO BE NECESSARY. 8. OPERATION OF THE, SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY OF THE PELICAN BAY IMPROVEMENT DISTRICT. 9. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF ANY OTHER FACILITIES IN SYSTEMS IV, V, AND VI, DETAILED PAVING, GRADING, AND DRAINAGE PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. 10. DIKE SIDE SLOPES THAT ABUT THE WETLAND HAMMOCK AREA SHALL BE PLANTED WITH NATIVE UPLAND TREE SPECIES (SLASH PINE, OAK, ETC.) ON 10 FOOT CENTERS INTERSPERSED WITH NATIVE SHRUBS (WAX MYRTLE, MYRSINE, ETC.) SIMILARLY SPACED. M 1 1 f a1 �S -*rte ' a7J� � r k 01370251 . . BBMMAPR 10 P►2: a0 001519 001 463 COWER COUNTY RECORDED OR BOOK PAGE KC Zoo PRM3� GRANT OF EASEMENT DOC tNT IND �\^his indenture m de and executed this oZ g day ;of LA. 19M,, by and between WESTINGHOUSE COMMUNITIES OF NAPLES, INC., hereinafter called GRANTOR; and the PELICAN BAY. IMPROVEMENT DISTRICT, a special taxing District organized and existing under the laws of the State of Florida, hereinafter called GRANTEE; WITNESSETH That for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the GRANTOR hereby grants to GRANTEE, its successors or assigns, an easement for access and drainage, including the construction, placement, maintenance, repair and replacement of drainage swales, lakes, embankments, structures, pipes, manholes and related appurtenances over, under, on and through the properties described on Exhibit "A" attached hereto and made a part hereof. TO HAVE AND TO HOLD the easement hereby granted unto said GRANTEE, its successors an& s.assign \ GRANTEE, by acppOtd► ��(e p'lnent agrees for itself, its successors and,,as'litns"; to mainta `he water management and drainage f c es within said eas�e$e`nt and not interfere with the right 4f i dress or egress of GR4NTOR, its successors and assigns, pr ,any ,o—th arty,•; reqWriiiq access over the properties over whichLsa-i;q easement is ra ted or to any properties abutti g e pr ilkes Tumber d b this easement. GRANTEE agrees/ th t 3 11, 76 t reasonable and possible and 'r h4 c cumsta e 4 je in performing work within the pr per, ids c r t s( e e ent. . GRANTOR agrees .for £t4I 'orf' 'cut s�b e ors nced��a ti ns that it will be responsiblyor .the cost of. anria;" all repairs, replacement, enance or rest ,ratibbn of improvements and landscaping inc g sodding, exce a 'y all repair and kl replacement req by GRANTEE'S act , tie which shall be the responsibility o h RANTEE. This is aIP privae ent�ett�e -\>412 OR and GRANTEE and neither the general pit b�(rid .��aa�npurchaser of property unencumbered by this ease slice acquire any right, title or interest in or to the easement. Further, this easement may be modified or vacated without written notice to the general public or any purchaser of property unencumbered by the easement. In the event GRANTEE, its successors or assigns, shall ,,•„ fail to use this easement for the purposes intended,. then 0 o GRANTEE, its successors or assigns, shall vacate said easement + , � or relevant part thereof. H a 41 u p L43 IN WITNESS WHEREOF the GRANTOR has caused these presents N+3 a to be executed in its. name, and its corporate seal to be m a VI affixed, . by . its . proper officer thereunto,,;.ddi `�",,, d> > authorized the dayand year first above written. .-4 o,i ,',:,..;.:9.. ;..q‘'' pOP E Ch ..- .en WITNESSES: WESTINGHOUSE COMMUNITIE`3_3;y08�_ i, ,1,r, d o NAPLES, INC. um ww ,I+ ro ' 1;.,4..-L, )\ Li e H I �r I i $y` " v • '?., '• .LI CP c33 . H ,0 7 CP•-• .-3 03 Louis .egs.ed. ...:,,,,, u: :+n,..:. ++ a: --. 0. Executive Vi..- President 6�;pziz � /Jl // 441st-.el�c�� Received$ Dock: r'nry Stamp Tax . Received$ Nib Uass'C'r»rngible _Parsons!Property Tax COLLIER COUNTY CLERK Or OURIS BY. age. .1.4.- kt4-- D.0 • i 5 a { 'e .h j i ' +'a ►,a....,(, .,.. I �' i. 00 .5..19 X014 4 "::'''..'::.:.:'.::...;7.::.''. ' . • - V:# n tl f , t' ,. OR►BOOK PAGE ij . s r' 's<• ,ai riat.4•a k' j-.'`yp .�p ' r ; ,, 3t dlsyti > F.,,rif~�fi'-, y,a y % i !!. r i hwtSrF f t 3 } t r ril:4$� i� rn a r „STATE;OF,4FLORIDA"� :COUNTYrOF COLLIER. t S t I HEREBY CERTIFY that on this,.day, before me, •an officer duly :authorized`•;r:by .:the.'.:State and County; aforesaid to take ;•• acknotledgments `personally::appeared:Louis':H Hoegsted known.to ' me to be the." Executive , :Vice.,.:President :.of .Westinghouse. Communities of:Naples,:.Inc and'that_he;acknowledged executing te: "same in. the presence.of.•.•two?subscribing:witnesses freely ;,.. .1.1 .''-'d_:voluntarily'under'authority duly 'vested, in •him' 'by .said corporation: WITNESS my fiend and`officia seal in•they and at last aforesaid this a, days . , • Count, `1990. Ste. • i 1:.:-; .. �i .; ,'K Notary.'Publ .• \ '14,_(s } t My•Commission xpires: �'1 i •r 9 ti :it(CT FUSLIG STATE of FLORIDA r1 Q �.''. �y^[i R . MT COM) '.... .. ! :,RES! ' .:: .l Y0�/. 1p: ` -�/ �� 14 .4...:10..:7,''7"..... �l yyAa�• L,/ .. OOND[D., :. O. -„ N[YO YM[[IIMMTt11M .'%."!..4;',1:',,,..::::: : rf.4Ir'IJ#1 11111}}!1 • y } ��V i C ' This document prepsd' i]P Roberti r McClure;,.,Es : 801,=Laurel oak Drive, #5 :'Naples, FL` 813 507.6061 # 1 2 lit. t 1 4 .. 1317 lys YI iii ..•-cr' -r . ':. 3rgi $ rB,�Ja Vi,ii.=iplar i- ae,,. e , it ' ss � J � 4' Wfisi � ?�' M - *ft is 3 ti A L ; t r f haci§, ' . , '5•19 0-1 OR-BOOK -PAGE .,!:!-T,,46.-.00.4.,- MLL1dR•inAATON•BOLL i iiiii INC. . ' 1••:: '+ Description of portion of : . Pelican Bay Unit 13' . , (P B.I.D. Drainage Easement) ' . 'BEGINNING at.the northeasterly corner'of Pelican Bay Unit Nine as recorded in Flat Book 15,. page.26 of the Public .Records of .Collier:County, Florida; . :• :. • , . -'thence North 11°30'00" West'176.19. feet; ' . thence North '10°00'00"East 73.00 feet; • . ' thence North ;21°45'00" East 111:00 feet;, thence North 04°30'00" West 80'.00 feet; . .thence North•01°45'00" West 215.47 feet;'. : ' thence North 87°00'00" East 6.19 feet; thence North 02°;18'22." West 73.49 feet; ' thence North:09°02'51" 'West '114.95.feet;:. : . ' . thence North 11°35'47"West 108:62 feet; thence North 16°49'45" West 139.64 'feet; , • thence North. 16°05'07":West 79.56 feet'; : . thence North 18°59'04" West 82.67 feet; • . ' . thence North 20°32':50"'West 131.50 feet; , ' . ' • • thence North 12°5.7'25".West 105.12 feet; ' • ' 'thence 'North 11°48'08" -05,.97 feet; • thence :North 27°55! " eet; • ;thence North 53° -i2k7., s-t P.4 ' _ ; ' thence South 8: 0• ' East 72.. •• , •• • ' .'thence,South ' .46" East 72.08 ; ' • • -thence.Sout 02 7'23" West 65:29 fe. ; . ' 'thence'Sou 2 11'53" West:-10.3. 1 fee ' t a point on the . :boundary. 1 ne. .;f. -e r.--n .Uni• Elev-. , s recorded:in Plat, ' Book.15; •.ge 6• -"A. :: .f llier County, , Florida; ` .. ' ' thence al•ng bo•n. i:' _ ca B y Unit Eleven the • . .following a4 ..urs ; F,' .. . 1).. South`fibr. I. ' •- eet; • 2)':• southe70.65-feet along .he rc non tangential . : circuli' rve concave eas y ha 'a radius of 120.00 • ' feet t -01°• a central angl" f 3 ,. 58" and being, . subtende• •y . chord which bea So* h 19°41'13". West 69.63 feet to a •o1 of:compound e; 3) ' 'southerly : - '; - o• t c of a circular-curve ' concave easte �c�3'.0 of 550.00:feet through a 'central angle o • -tnd being subtended by••a chord . . ' . which bears.South 14°56'18". East 335.51 feet; . ` 1 • ..'4) ' along anon-tangential line North 89°21'05." East 24.00 . • . • feet;to the northwesterly corner of Pelican Bay Unit Seven, 1 '.•••-: as recorded in Plat•Book `14, page 100 of the Public Recordsi of Collier County, Florida; ' i thence along the boundary line of said Pelican_Bay.Unit Seven I : :the following. Fourteen (14) described courses; ' 1) South 45'00'00" East 72.61 feet; ' : I. • • 2) South 27°30'00" .East 83.00 feet; ' °:`3) ,:South68°30'00" East 37.00 feet; ' ; 4) ' southerly 32.46 'feet 'along the arc of anon-tangential . ' • • • circular curve concave easterly. having a radius of 40.00 feet through a central angle of 46°30'00" and being; '.. subtended by a chord:which bears .South 01°45'00" East 31.58 feet; (continued on page 2) • ' • t EXHIBIT"A" ' . . ;N'. ,1:::41:!,7• 001519 001466 OR BOOK • PAGE . • -'.•� s 'WILSON•MILLER•!BARTON•ecu.a PERK.INC. • Description'of portion of , Pelican:Bay:Unit 13 (P.I.D. Drainage Easement), (continued-from page 1): 5) along a non-tangential line South 65°00'00" West 31.10 feet, 6) ;South 43°00'00"' West 114.37. feet; 7) South 22°30'00" East.63.00 feet;, 8). `South 53°30'00"East 23.00 feet;• 9) South 41°30'00" East 82.00 feet; 10) South 23°00'00" East 43.00 feet; : 11):South 76°00'00" East 54.00 feet; 12) southerly.31.42 feet along the- arc of a non-tangential circular curve concave easterly having aradius of ,40.00 feet-through a central angle of 45°00'00" and being ' subtended by a chord which bears South 08°30'00" East 30.61 feet; ,13) along a non-tangential line South 59°00'00" West 38.18 feet; 14)- southerly 101.62 .feet--along,,the arc Of a non-tangential, circular curve - y having a radius of 120.00 feet througbe eetr-ail--ang. ;4.8 .31.20" and being ` subtended o- Ord rd which b 4 $auth 14°12'15":West 98.61 feet; ( ,/ thence along'th bouu, da..ry line of sa Pe`kican Bay Unit Seven and Pelica BayU t Sint--es--req,. ded ih Plat book 14, pages 31 and 32, of/thelPubTio' eco- ds of Collie C unty, Florida, South • 38°.27'55" 7es . 1 . t thence aldng a� 1 n oM1 =a' li an Bay Unit Six the following ted ( 0) de crib ours 2) South l 7 ti2,� ilrrag 1 feet, ) South 3 &O. 4 . fee 3) •southe 37.35 feet along'khe c non-tangential circul rve concave east8'i" y hap 'a radius of 40.00 'feet't a central angle'. f 4,> 0'00" and being subtende . chord which bea South 09°45'00" West st 36.01 feet; .4) .' along a no Haig 00'00" West 56.86 feet; F 5) South 19°17'24' les-t_6.6: -feet; 6) . southerly' 122.43 feet along the arc of.a circular curve concave easterly having a radius of 133.45 feet through a central angle of 52°33'54" and being subtended by a chord which bears South 06°59'33" East 118.18 feet to a point of :reverse curvature; 7) ' southerly 82.60 feet along the arc of a circular curve concave westerly having a radius .of 272.46 feet through a central angle of 17°22'10" and being subtended by a chord which. bears South 24°35'25" East 82.28 feet; 8) along a non-tangential line South 76.°45'00" East 32.10 feet;: 9) southerly 34.03 feet along the arc of.a non-tangential circular curve concave easterly having a radius of 40.00 :feet through a central angle of 48°45'00" and being subtended by a chord which bears South 11°07'30" East 33.02 `feet; (continued'on page 3) -- • . .,..,. •..,•!'•,;;t1;C:::•;,:....0.3;y13,3::%;24;F;'.:‘,..,.;.: . .---- ' '. .. : .,.--• -,..•.':•"-...,: .--.";,,:.,-.f,.,:-_,:':-.:.:.Y,•.;.,.'i:T-.:7;,i-',11."(....,*6•:,'•'4:0.0,1,7...t.F,N,..--..„, ,- -......,.::-.,:-.-;;.,F's6.'-.;,'.z.Pii.?P:;..!:':,.,'Cl..I.F.,f'.7t.i,',...;'!:::....•'.1.'-;;,,,i'.,,,i-:i..,Ni,..:•...----...-.,.--.,...-.:.---•:,'...,......-.•,'' : '-• , ;.,..,..'.....;':,',.... . ...,,..21...,.;,y,;:,-;.-.',.!:::::'*-.•.....':...-.':,'... -f.1.!"'-..:'.••••;-..::.'•-'-'..." .. '•7.'":''.- .....%'..':'.: .'..,..... . ' • :',.;,/,:";,:;'!:'...,Zn'''?n;ififf 6.,7::'.!:.':,:':-...,'.: . 1",;Q....-:'''':'.':':::.......".:. . . :.•-•. ':.. ". .:;::•.".'T':'..'...::!. 'L.. -:;.:''''...,it:: .. ':-,:.• .:----....;:...„.,:',1,:!,:s1:::;.:';: ii.'lk,I..1:'[illikt:11 ::!'.:::.'' -'"--';',i-:::. . f;41'.... ' : • . .s......., , .,.' „ ,,t4;:ligi44;:14iik;gn':111.•::1:4-7:1:.':;::i74...:.liik4.1ifi4t:.;11.;.aii;;;..?,..hil;'..66:.:.;:.: • ' !......1.:q:::':f;',... ;:ii•ii.{.'.4?6:F.A1.:i-:iii,-1:11'. .*;.,'5',;;;...:lifcinef.,AiiRt-,B0..0 r..-,•,..1.,:.-5-F,P.i0',4y,t;..-Vg.:fA.1'.,,,.;:i.l.',..', ,,i';‘,,,',..,;;:•?5,,...:•:...',--::::::::,:-.• .. ' • ••,• '::',.•••••• ;,,,,'i',-•&';A.14..V:i.,AtA..;'4,-..i,41...,;„;f4i,t../„i.m..%.t4.,.,,,,.4fic,.thi.i.,4?•:,.,,.;,•:!:.,...:,,,,..f.. ....i3p.. .,. .:,.,J.:...,.,.::::;•....-.-.....:..-,-:•. ,, i,..:-.ki,.:!,,..,,,442iltr,4,..,,,,,,:.:.4:,g1.4...4c4,F1::.i.g.,,.,,..F*1.,3,6_,?,..t.AN,L§,;...„,,,,,,47r.ii.A.A,f.zz;x5,-;.f.v,.,-,';.1:".::...f.:.?,:',-...?..i.,,::-...,;. ;i•-',p. ...,....?:;;:•,...:.v..,,,....,•:,'.- . . .. . •, .. ;,-::'.:.•' -,-?..f.,tkipit41‘,"siw'.0..4.4..:;:',:uf',.,,o,412A7-r,,,B:k?;11_,0464,,j.pellefii.„,..,11...51.5ii,.':,To...?..,1,3,:.,:.,:,;s•Yr.•,,..--: ..?:::•.--,:•...!:".,..- : ..-••••••••••••::.••......-... . ''..i..:.'..-L.::, .-.."....-,,4-37;... .,..,.,,V-_1444,i,i,:ititi4,16:40,40.04el'ki....!....?!.7!liir.-1,:tf,5&!,,....,„vii..f.i:-......•?Ji?':14:-.-,:',.!;i.'--;, ::`,::::..:,';',.f.:).-;:',::-.,....;,.i.:......„•••, ..„:...,...L..:• - . . ' .-.-,....„,-,"P-- • ‘*.' :;i..-'417•47,•—`!•,i.w.kiliLLINit„1.A.,-71-14,„.. P4;.71-tt:f.;!:,,,,,:”-1‘•••4:•!•:',;?4,':,-..`.:4%,::;.•,...••;.,,:,'..f-•,:.?W......?.;;•:,,..'.;',•;:•.:•::,.,:-....;.1'..,.:u- .' '•.:''.' - --. of ';','•:!•:'::::.';:.:••••.•.,-1,", ,;,-%-•' . • ..c4ifs#71.0 I ilAICT,P44-'''t.4PfPig;',414!*06'.•:41-:::'.4.i!;:!•.1..V.41.4-:.•'%!:;; ;I'..:•::••,";...':-.;-;!4•' ,...2%':F.-.:';i.1 7•:-..'-.•.'':''.1:!.'.'S.r.'.;-.';•,.; •1*,. . . n,-;:...11.....,V1•:,•,',.St\ • • :..lt•-:14.;',:i44.'1;ck;'. 41..crirpOr.4, ...4-9,- ;;;•.14'.1q!=,,,;: ,...::::;t4.....,,!..-'.1.......ii.,;:.:.;..,:••,_:-,.:.••,..;•.,:.•..,..;. .......,•'..-,••:.:-..:,...:.-s.:::::, :.... ,-:.•; • k:'•',1e•;;1f..i'!i!2••;,•::',::‹',i•'-,-!,,,...l,-.:,-,'!.:,[•?...;'..2..,..'';;;;:.:;,::5.:,;..;i':-,;...;:::-.i;;....'.;,,..:.,•:!.::'•.;.':..';-::!.:....'..":....;-..,;-..,..':..'•...'....s:,'.'.:.:..4•.....:'..'.:...-:..'.....::.•....:'.;.:.:.-;.;:•:i1.:,:,:...,:..:.?::.:.i.-:::..,.:.:;,.•.;:'::'...-•';'...'"',.::i..::.-':.:•.:.'::..••.:r;•'•:..•........::::'..:,::.•...•.':..:...-'•..2,•:',-.:''.,;,,...':.,'..:':.„t..'.•,,-.',•i.'.:.::.::.......'.',;;:.:.-s.,.:,'-:,.•.'::7..;;.:.-.'•.,.:':..:.;.•.;.',•:....:..:.'...'::..:;..-,':.,-,:".:.'.,:;5,:...':1•.':'.'-:.,:,-'.-:':',::-:.-,*:.•::i,:...:...;,.;.';..;...•:.„;..::::...*....':..;7:;.:..,.,:.'.'.•..,..-'••.;;'..:;...-'•,.•'...;,..;-,.-.."•.-,'•::,.'.,.:,..;.'.•.,?:-•'*•5•'i7.:::...i.••:."•:..!'-..::-:i:...'•-....:•••-/....:.:;*-.:,,•;.i,,..;':-..'.,:..'".:..::i;:,,.:''.:.=.:."..'-:l47,..!..i....,:::..:•..tA.-l.?.1,:',.,:y.,'.7-.•..,.-:.,;:'7,:...i:,.:.,:.,:;,tc...f.;:;:,:.".;•.4':;,,,;:.';l•;;.i'.:.,.',r;'.,7ri:kk-'4.i.V‘'i;''.:.s.i,"'.:::.:..4':,r;3rt•i;.;l,-.:.''..!i4,:7•7;:.'-,;:;':..i4-?C-1::1•..•n',"?147:;:.:!;"-1::.i.':.4?;.:.;1'1-.'."•,i4?.I:'.:::i.ii..::4tt:..;.:.,...s,.:;tii,;.-•../aO..:5..,i.'.:.:5:.:i.1..:a:.,-.•4.1-,-.41'',,;•4,:,.','4;,.v-,•,.,•";.„..3;t,:'.„:..Z.f:,is.::..:.i..,,,,.•;.:F4r..'4,.:"......•4t;4,i..:;•:,1i..,..z,;,§.!3z.,.?.,-k;,t.:4?1;:,i..;!.;,3,..F.-:.:.'•:.7,,%z.i,..,.,-.:i;,--.':11,,.••..,,.;..:r,7:.!,..,,1::.•-:,:..':,;.:.‘..,,,:A.,.,-•::'."...Ct"....1.:.fi.•,..4.:1•,i.•,..:..1i..!;.ii!,'..•.,••,...:,..;„.,:.'?-:...;.i..L:,;Y..;•...-..,..,,,4':.7".?..:.,.,•j.;....i:.'.-;;,.i„,....'.,.;:,2.Lb,:::-,..--,..:.'..:.-,eR..,:...-...,.•:•,.,.:.•;5,..,;..•in-:,,'-:-..!4.,.,,.'..!.l...,:,.:;s.,•-ii;;...rrii•.,...,t-.:'.7...7:;:-.,;c•5:.,;4j3,:4:..qi.,F:..:'-,•',i..i:,.Ft,•.,.-..;.-4,'•,:.:,".:',,.i..:::..,,.,,,.:k.:::.::,.,...:q..,...:.'i..0.:-,,;:i;-.:..4:'•1.i;.4,,..i:i01..:„..‘.:.,'..•..1:..:l,'1..:..-f:.i-':.7t.••':,'...;1..,;....1,.:.7.:'t...".1-2;::..,':i..,:.;'z-; 5 t1tt31;? ikiikOte •,i.i•;,.:•,:..•,,r,'.....'..3::s-Easement),:...,.:!•.:4..,.."..;:..'::..::.,.....;r7..:,.5..::.:,;.;:;..,-.,;:..:•lasleim!, s4av!T54 V. Il„ie21ViiiiP4;4iiiiiie14tq....i-2:::,,•.;'.::-•..f..,y.'-.:,,;•°..::'•....••.'•,::-t.;S:•.-..'.-..i,..,!...,-is;•..•;.:.,..,..'•':;:.:..'.,.:..'•:-.'..i.'7.-;.::.,i.'.•.':...",.•-..'::..'.,:7..•.:'"•j.-...,,,.?•....:'ii.",2...:i...',.e,:..;,,,..:......:i:..;...';;•:.:'...::;'--,..,:.:.,...::.'.::-::..'.:....,.•::.:".-..•;::..:...i,.,:...•:,.-;.:,.4...,:‘::.,s.:.::..,.•..'•::.z.i..,:':.:..;...:,:,,...•..,-.-....:--.o,.,:f..,.5...,:,.?.,•i-..,:,,.e........;:.:.:,.5,.,'..,,...;:`...-....:'::...'...,,:.;-...:,.....t.i':,..:...:..;•:,.',.i..;::•;..,::.....",..i'.:.:,i..:.•.:•,i:.*•..:,_,;.,..;h.,,•,'..*!.:.,•:,..-,....''.,.......-.,:',•,*.;g:.-F*:;.:..•,-':':,:..;::,:'-.l....",.,':.:.-:i.:'.•.::...:'.,31..;,.:'1..:;•;,..,•::.•...;...:;.,-..:.'.!:,—,:•.'.,;.:..''•...i..•..‘:,4:*:;,:..'.::,..::-:.-..1;:::':.:.:•'..:::.'-:...::'.n..:.'?....:.,':-p...i.,.:!T..::.'.;......,...-.-.,,*j:.J‘3.,.::.•.z:....f.....;..1.•:,..,.,..;.'A?...',..•.,;,',...':...-..,!..:,•..;'...0;• ...-....:..4t..,.,.;':-.•''..-.,.:.:•;1:.,'..'.:...•:•.....,...;4..1;•:0-.-;:.,.....:•!::..':.:',.:,'.,;.':.....;..•.'."..a._.",.:.„2...'‘„;:•.;7'--.•;..::.•`:7.-...f.'._:'t,.•„.,[;•:•::..::r'.._;1:•:-,f,,:,.:.,.••-•,;..:;i.1...••:......‘:....:.:.-..:.:.j.•..•..i..!:.;,......:.,::-.j4::-.:."w'::...-,,.i;...-,.:.•.t...=!.,,-.;...-e.:!.,,-..?......:..i,.:/.4...i.,:.. .i-sk:::;.•.•4..;..,-.....:,.;"..,:.....:..•*.:-.,.••..,•.•.:;...•.,M!•.:•.-...::S..:..'...•,.„:::-;.:.„...7•;!.,";-•-...,i.•::,..'1.••,,-.t';•.•;.•?!;.•.-:f...._...:..'..r:.,..:•`...1.1!..i.:4........4:!,-';,,.f;...:•::::.:....,...'-i.....:.,,.,:;;..,::,.'.;.•....::::..i.2.:.-.-'-'i:.,.-;'.i:..:,.,:.‘...-...,..:.:1.4;;..-.-..7.....'.;,c,....:...'1..7;::..::*,:,.-•,;1.',.,...f.;.-:.:..,....--.,.;.:.':..„-.•':.,.•.:,:..,,'..;.::''.....::..;.:...:.,..?,'..-.:.!-.".•1::;.•"„....i..;;':':'.•,:.;.:.''•feet,st t a t :-.. theA?!,tsati ..0i0400! 1, 20ii17'T ! . 7a.E4e pf3. tofie4ryj; ge :ifiIiis' re,„ikif.4k: 2!,idith: Liiiof 1,,4:iiii:A1191Eiff !giiih8„ - in; 00t 400 ;= ;1ti44z 1? .P911414iiiER : ) !9I ,4jajf:yif :ii& $ 0 Engineers , Lsi !1? ! . , / 1 „ B , rbATE Bogg!I -1L73516 46t! ix41.unless oise }Kel!sfP”i w10 : 16177 .2 8 , Re,, 4r4Op1i , . , 599 `7 !ii: March 70.17g) '....••-•, .. Da •1. ..' :. ,.•' :. ••• •. • • •• .• .. •• •''',...:•'.•:-: ,...--.-.•:'''- ',-.,,'.''....J.....i.:;::..i., ...• ''• : ..::--•,..'.',..,.....'...:!-:.....•,;..-........•,,,......-...,:,-.,.;,,-,.:::,'.,..,.,.........-.,..,.,.:.,.. • - - . --,—.•..... -....,..:.,.,.,........ .. .4;:::...„,.'.'',,.':...........';'„,:!:.:•,::,,,,,,s;,..k-iLf.,*:,.,.. ..,..,:::.:',..,,)....:;!..7:,..,:•:••• .-,,,,,:.•:. ..„.:. ,.....,.,.. ,....,...„,,,,,. ,....,„...•..,.. ,...,.... „....,........,,...,,.....,...„,.,..,....,.:._.„. . ....:?..,,,,.....,..-.,.:......:,.:;,',...,;',..:.,:•..I',„..,..;:i•y.gvt.:..•;,,--:•..:-.•.......,:',,,:i..,•i.;; .t..-,,,.....,,. .,..s...,•'‘'-:,.....:,....-.;„:................,....:.: -....,,....:;.••..:..-•:',....••:-.................-..._. :-.,.-.."•:',.J,.._,..:.:;.•,:-..:.,,,t::,'.,:.-;•:-....,.,.. ...,..-...f.:',,,....,..,......:.,..-..''•. ., . i'',•;•:..z.:;."..-::::'::::'',,,.7.-.....'- ',,3,,,,•141:.?::..14,;:ii:;i;;;,....;.,-,i;',4•::-.i.,;;...i,:-.4.,' .St ',,,,:W.'.::.''..':-';.•..7.'...:,..!:,:::•...:,---',,,'- '''',..,...,.,:".••:--..1:::::!:.:..-.:.4'...:.;.. , ?ii;.....•,.'....:1:',.:,.;.. ..?...,..',::;:::!., f..'..„,...... .',..qifil,:i;: j4'..--r.i..:.;.,'"if.:2A::::',1,-...:.'..:::Ii.,1'•'.:•':: :.:.......:-,-;.c'.:..'17'.;i:•.•:'.1.:L',: ',..i."'.:;:i.:;.•;.:.....i.;.-.'.:..,..;;;.....::,,...:.•'•.y ...;:,'..'„Y,.?•;;.1„,:.',. .1:-......:.'.•:....•:`:;i:A' r.:',.?:;,C'.....;',..',•:',...'::::::.',..•••.-Ts.....: 'i.'..--..,, -.;...--':'•-::,:s..,...•.,''''.-... ...;.,-4/41:'%,•,-1:-,i,',';',1'.....•::"....•:4.;i,':,- -'1,:,.,,.'27,.4., .'..:.•'.;k:.7..•;,..-:•::':::.,..::-.,.,.:.,,....-..‘.....'.-i,:,.-:,:.....••.':.:::::...:':. ,',.:..-:::'..,..,-,:::-.......y;',?...••:.-:...,.,,'....-:''..,..:..;:','f...: :?.....,-,:,....,,:.?:%:-•::.:•..',"?•:•••• , ..,,,,,,......J...,,,„:•,,,.,....:,:,4.,..:1.:.. ...4..:-..,:..,.i":11orsi;;.,..,4:::./:•:-.,', ..;•::::.:'..-.;:::!,..:;.....-,,T'',.....-....„.. ..,...,.,:.„--../....-•:,...,..,:..q.,,,.. ...••,.,. ,-....,,;-..,.....,..,,...,....•,,,,,,.k.;,...:::.,..:....:,,,..-..::.,,...•.:,f,. .,..,??,,,,..:,,,,:....-... . '. . ,•2...7-,..,'...„..,,,,,,if.,.:.4,,,,,i:,,,.,.,...,...:-.4,4../... , ,.,::,.:,..-,,,,,,,.,.f..:,....,...:.,...-r,...:-:-..:-..-..,.:.,,;.,-.:..,,:i.r.,,,..".....:,..... ,•,.....'.,....',.......,',.,;. ....•..,:,....',...:'---•:,...:.--...:..',•,...?.!:-.,.......,,...-:,.-••,,,,.... ..,....,......,.....:' ' . . v,-••.i...,',:i.-:.:-.:.', /,.,-,•.:...,. ,,,,fe,.;:i..,..r..4,,:ti,,,,,,.•,-...,.;,.•,.::?.7,.....:,.!..z:,,..„,;,......,i.•,,,,,,,..,s.,-.44,-.,,I.,...,:..,,,,:erik....,.....„...i.::,...,.,:,:.,;.,,....,:-.•:.:-..,. .:,‘...:•:,..•:..,"'„,.......-?.:.k,--.::.s.,.... .y..%,..•.....':;,•:, . *1-7, ,..,:•,''''.--•,: -..':',...,..-,!.,:aii-54..-.,f.,,,ii!ili- ,...,,'. .sf.-.•.,,i:,•:-.--...,.....-.,..;-',',.-- -.-:..1....--,...'•:..-:-..,•:.„,.:.',...•...,.. .,,,,....•:,.:::','.-...!,,.'::::...-z•:y...,,..-4:!..:.......:,.,..-....,-.,..,'.1..:.---,..'..:-..;.:.,z.:..:,;..-:-....,,,,,,„.;..-:...,-i,..t.,:,...„.:,-..,,,.::,..:.: .. . 7':',.. .‘.'.7.:..."-i-::::::.:•.:•..n...ki-,.-:t„i'ivii,,,!;.;,„,.,. .:z-:.-.....,-.,,,,i... ..,.•:,,,...,....,., ..:,..”-...:.:,,.,..,!.:,...:•,......,-..',...-7;.:,,.:,.::.:.......,..,,...',....,::•,•,,,..,•-.:.•-•....,....;:.::,-,,...7,:.,. . ........,..,..„,,,,. .....,..:..:.,:,....:,...,,,,;,.,...::-. :....,...., WP:f:k):Ii,,-,,,,::::::..i..-•:,,,.i;,',.....;,:.f. li;4q,,v5.i.,, ,;;•':":3::;.i.,i.y,.:q....:,,i:,......'..,:y... .,.,....,.,. ..::•,T.•:.:.-:..,..,f::::.,,-......,.......,.,.-.,.,..,.....:....:.!,,,,,:-.,...,.,.:::....,.:::,..,.....,.., ....,...,....:,.;•....-.,..,D.,...-..,.--,,....,‘:.,,...,,..,...-",..:...„......:'.....:,..J.....,,,,.::: ::,-..;m:i,.....i..,• . , ..:-....*.r,.". .::,...?.....,:v.,,;:,..fi.'4.,..-41.;,:..i.5x-4.:......::::,4f5..,.'f-f.-:•.-;:,, ,-..:-:',..•:,i,.....,,,,,-:i-:,••,,,:•:•l'',,,L.,...,;!....-;,,i..,::..;.-;:...,...:.,?::;.:...,.....:,....,.....?:... ., ,.....--,.:,.....,..:_,:?.,...!:...s....,:.•...,,-,:,,,!......,..,;..,. •;•,...:,:.,..,:,•,..,,...,....:,,........, . . ..;'''.......:1'•-:-.:-,...!,nf,i;',. ...i'414.1:104.,.?,:ii:4-'•.:::::.'.',.:.:7;2 ;.,;•.....:•::'::::;; .',,,:.:....-,.--..:.,•,..f..,,......,.n.,...:.•-...,....',.--..,..:1....-:::-...:J.,.::-,:•,...,....,:',. ... ..:"...,'....,71,?...--..,'....-.:',..'...;-.::,;::•••7•••••,-..,..",;:-',i...! '",;.....,.,..:'•• p...;:i...!,:.:-.-:-.,,..'..,. .,':::;',..,-,'s,..„,-;!,,,,e,:4,E2,7.4,-. -',.:;f,,,..c:,'..:,_-F--:',.‘. .-.......--.,-;.'•,.'.,"."•,.,,,,•,-,.".....,.,• •••,'-,:,-.,.-........',:-:,-...:;.f.....:'...z.....:...y.-..,••..;,-,..'..:•...,y.,,•, ........;.-:,....,!..--.,.,.,:,...:.•,:-.•••••...,:-..,:.;••:::•,..;.;•,;.',..:"•;;..-......i..,•',:.:.... n. 4,,,d,,-;;-1:::,4',::-‘,, ..;,,,-;,.:,..,;,... ,,,..-:.:!;.,,',...:;!:.... ,..,,.. ...,:::;....:•/....,,-.•,..-„,, :,,:.,.:•..,.-..:.....-.,,:-,:...:...:.•:::..-,..,...s,..;"-.,:,..;,:::-:,...,....,:::7:• ::,:: :,;'.::--.)::F.':,: ....::.::.:',:' . ..1.1',..:i......!':,'"6--:i.::.:•'.. ."::1g.A57•51iiit?!4.2. 7,;:•.,..:c•.i...'''z;:l.'...';:'''','.:::-:::..,;:f.1•1'..... ';'....:1`.:P.•.'.,'...4.':.....;•;.:- .:-.:...:-='.......-':,....,' -...'.'.....:'•',.:,:.•,.;:':.::::'..S.''..:.'.....cy'':.'-.."':..''....,f,.::.;-.'.-,..-..'''''''....:',.• ' :;;;;.,.:::i.,:i--,.:,-.:1';;;;,' Ii:,,...,:gigiOitiSi't.,-..'.-',::...,i:A':..it'';',:".:'-1;;;....-::.';'.:.',if-:..::'..f. ':.:%.....'5.':'1.::::.::7',:::";:.'':',':.;.A.:-...:' :',:::"..',:':'...,i',....'::..,:'";','::,! --:.-','. •::"!-::...f-.',...,L''..:',:•7 , -.... .-.- . l'i,',;-,!:':,.i..',1'i::.':-.:.j1,,,.:::,;3.1..tt:vt.-4, :E",g!.:,..?.:.;, :•,;,:.•.;:‘,,-.,...,:,:•::,,:..;•;,,.,,',.::'.-,..-,..,,';..,••''',,..'•••-:...•..::,,-,.;,'2.,.'.,.. ,-,•,:,:::,.',.•,,,-2.,.,.,..:.:,,'.1..:,...,.i..I:;...?..-,.--.,,,.-•,,-:-':•. .•.::. .. lt4";::'i''';',,`.•1;,']:::1-..::::'CiVif:4:11.1:).:;.';:Zi ::9...!....;:1:-.T.:::;,.f .:‘;:i..1.:.'J'.c.:,,:,•..•,:;.'1..;:..,':::':-.1''',:'.1.i. .-.....'.;,.:•';.'.!..'..,.'..:..i.*';':....'..........i.:.'.....;‘...:•:';:,..::5.:'''...1;:::::.%...''...'•:.•'....:.:',."..,.-,.,..-•., ....•:: ' 1.:-:i.:.!1',1.'•.'''.. ..:',..:::':7f'::•*?;Y.;,5,6,W,::::;:'.':';:l.-..,•,,',:..,';-.;. ••!.•1',.:.;1.,'S-,..,. :':'..:7,::•Y;.•?.'.,..1.,•... .7.::•j.:'...;.,:i:-...j,.:,..,•:.::::...,:::'...:.,,::...:%::'......, f'..,?.....•.*::-.'"•.,'•::'r:.•.;.....,'.•...:.:,.'.;.;:•;:'...-.::.:.*.1........:%.—. .,•, ' : ;f::,:',...V;4:•?.2. :-...,:;.;''.,i!'•/:';.:.'',JT.,..-!:::-..:::'.',:-..2.1"..,,,,:•:.'..if:;:r..,.:*..:,..;:,..:::!.....•..,1:::..'..,.,,:::',....:.„*.';.,,,:::.... :i..„....•:, ,.....,..:::,,:::,..'..........:..., ,.,: ,.:.:,...,..,:...„, ;.,.i.;-.. ..... ....f . 1',::.;;I:',..::?•11.; •:.2. .:1..!..,):,:. •..P:,::•••,•';;,,-,:',.',1:,.-:.,:.-.•&.',.1..',..:i.,...:j".,'7'..:.•...••:..,'7;‘,..,'.,,....-;.'.......':;...,3.•....,:-:.:.::::',i•.*::..••.'.i.s.*:.•.:1.,.,•',.<.'...:....;•:,':,..'•fi.•.,':::::...,. ',.,.:.:... • ,-.1.• -.,r,.',,,,;,i'.:--,',i..4',,:',F.'6::•:2-.L..-..'.,;!',!;..,•:,,,"-i;:-..,?••:.:::.1::•'i:•:...;•;,..ii.'•:,; .'7.";.';;:,'.." ...1.,'. -!,:'.::•.:-'4';'::'..: c ,'.••• ' '• -.' ''':;•'."',- -.,'''''''•:',...?'''....:':.: : ..•'''' '.'• ' •. ' • ?iii„_::.':'!..:',:f7,--;,:...i?,.:'.t.f.,...::.'z:::;..R.4T;i,r;',.,'!.?,..;:...k.. ?:',,:.1:-.‘12:'.'....11.....•;.,:::;:::.1'..:.:.•'.1-: :.'....i'''...•:f ....:.::':;:;••••••••,„:.::.:,-....,..;'.',.:..1,:.'i'-':.....; •‘.:'•.:,i.1 i•:...••:•.-;. ''..'l..i',.';.,l...'.:......:!-... :.....1..".::',.::.:.'' ...2: 1.5f-.;4::::ij::::;:i''''*:::-.1.7.fr{,..4t,•;:-.:'.`.f2:.;..!;.-i-:.V.i.i..4..-..,:.6.;:,...,',.:;k:;'1.,''.::::...‘...,:t':...•:'....':...:.::::.::.-.-..:::::::::''....:.:., ,'..*.f......-:::'......:';.:....:,....:.,.,'„,...,......-:,..„.',..:.,:•••::,..•.'•...:•..,...,:::,,.r..;...'.%...„-. . .'. . . i'.!•1:',.,j,•••••'-7 ;-.' .,:X.:-.'...:',....;•f•:::;,1,ii". .:-.4'..,•••:!.?.:-!,i..!.,'..:',..,',-,-:...:.::::..';','.'.....,,,,•,,.•'..-',.r.,.:i s.:,'..,.:.'. ..,'.::•','"..,;....•..:.•..,.-.•[:.•••'.,,-.:.:..,,'...:.•,..•:, .,.' .. , . f,'•;•:•,:.;'.:.-',...',.:,:''.••::-.. .,*-,.•-,i'il...1i.-::': ',1.:'•-.*:.--iti':::;;:.':: :i '..:14,:':•.,:.'...',-•..••.....:,..:-..;.:;:::.'...•••;.:::;';'.F.,.•,: ...,..:-.''..•-..!.:-;.....•-, '',; ;..::•-•'•.:.'. •,:..,—,*-",:',,r:.•.,:-:•-. P. -.. .. fi,..,,z.Zt:•••••:.'.'::::,:-..,...'':.:.:•:',.•:.:::,',.,...;-.::.::;jr,;, 7r,i'Y',N:f.;:-4',!;r:',..:••••, .:C.::,..''.'•-':.'..',.;•::,:;..'•,...,..•:•.,..-i*,';0.:,:';..,::.:...',.•:::-.';,';''.-.',:-'.''.:::..--..,.•. .:',.;:1:•......:.'...'••'',':•..i,..;::: ..''.'''.:::; ..,.:,,,••••••:....-: .i: ,::.: , ...;,"..•.;;Z:L1:;•.,-::::...;. ...1';;;'..1,;'`;r:',.::e 4g •;;i, ';;;.":';,;...3;.::. :.•, .;.....':,.•:..;;.:,,,•':::'..:•... ..:;.;:f'''.',.::,..',.',.,,Y:...:::....::. -..'":••••.:, :...:'...Y.,........,::':i', .i. ••'..'...::.'.;..::-.'-'..';'..-../.':-.' -, . ,:,;':..;::,..:.':.;:.7.i.:;::`:'!•:';;; f.:**,i'f ....?•;.11;...i::.',..;; ;:'... .. .s..:1.: :;:':5'.:*4.:,.".:',i',•,;.-''.!•',.-,..1:,.i.,.1'...,....,..-, .-:..,...,..:',.,:,'.:,..'...,-:.:•!......::::,:::•,:•-...':: ;:,...;.. .•...i.'••..:.':'..:,•:.'',.:;:i-::...•' r , • 2,'.,:;::il..,::::'',:•'-•''i.."..'dit;,°:,,,,:,.),.,t,.; `.;;•,':'A-a,.72.:::,:;::',..'::':1:..i•,'',•,':.•,...•.•.,••• .::,'•',..',•.,' .;,:-'i...•.• ...,.'.-%:'',.•, '•'.:- ' .. c. •••;:...-.`., •.-. :. . . 5;;;',i.,',5•L'.274,„..g..y;•:),iii:e;iii,f1;-.,;;;;.:.Y.••:::::i.',&,..i.'.:.j.).,t',:,.:.:!-'..: i',i.''-;::.::..'.........:.:'...',,I,..:.:...,;',!*•:'.,, ';':;.,..'.:,,....•::%.V''.;.-.T.,'::-..:' .';'.'. ,..': .,;.r....,:.: 2.,..::i;,;.. . . ,t:,:‘,::::.'.'..,:'•?.?';',!:;:,',::1-,;;.'...,1;45;4'.C,'4•.4-..q:4.,;(....,'.;: .. ,1'''...7..'.•;.:•:1',,,'-'),‘.,,;,,.i*:...::%•.•';',:„;!:.:::'..7......1....3'....',....•.,:,..,!:.<;:.'7:•..:1;,•...:.''',....•'.'.•,.....,......'i,....•..,.:.:'.-:;:;.''••••'...:.-',.'..• ....:::'....:.'...i '!:',:..-.'•'.. .. ' .11 1,:,••,',..;;;'..st.:,.),".,„2 .....iitli.....,....,;,AV'..':•;.:::,,t,.5;:f. :',ii",•:•g:::;:1, ...-:?0'....:',..•:••••'..:•*y.'!."':,';;','.',, .1.'''.',., i''''''."•••• ':.,•,..,',.',''', :',1;-••::',.;,...,.-':: -- .--• .• '-. • ,,....,. ..„.. .. ,,... , . .,.,. ....,, , ,,...... .. f!';;:::::.•:.::::..:::!4';':•;.:C.;•*:'.i.e?4,t-i.iT';-.71):::-.`,..4'..1jCP'.;:rii....;;';',4.. .1 ,:,..,::.•":'.;..?,./:": •,-,..'..,:::.;.-:.'::...•:.''..';.''..;•.,::::',.,i.'l.:„1.:.7.:•:,':';••••i..i.7.-•,..-,'.f....:... tg.f .'..':.....;;:.7.'-!.....:•':',.i.,!:'. '1?..4 . ,.:....-:!..);:-•:,.?'.....{.:-....• . ,,,,.....4..:::i.: :-.,;:-.:-•:1;:-..4:,:z...,...(%/A-.7,., , ....::::;.,,..:-::..4,,,,,;.--!.- .. A.,,i':fk.! • 41.44.5$?....,-,-. - 1,-;,.-!...;;:::.:.:,;;,...:4,:...;::::n•:•.?.3.41%;:kn-•• _ ... }•a;te..._.?-:,!S�. T- •_' ... .. ... ..:_,.. !,/-11,1,,...15,-,,q7, p ` y t+j 9,3, ,_ } .y1$101,4,-.; {i J' al '''? , i. 00I51;9 00I;468 • '' OR-BOOK PAGE 1 x.. J (:,,:z!.-,.;•!,',..,...4F,--..,.?,.r.:%....,•::::: t .. 1 � •••••---/: I ' i- , W ::c lir .. 0: .! :( ' : * :..si , . :. :...27i ' . • . : ':= -":1I ?,:,.. : ,;. . , '..:..:::: Pill :i,.A.: : .. . ,, ; ,, , : ".-;' . F .. . .. . ,L.,1 'T i• 0 1.1 .:;/ r.. far iz:i'.;:::...-•.-.--::.i ' %: ', ,0 " . r.. ..irtk ,. :. :: aea Iiiiii .. ' 1 ill 1 /I • ' _ 11:: .,_ 7 _ 1.41,„ ,44,..,,/,:_plaili. .: ;3. i: . : .. .... . er....1 i - . .. .: rcex Nta . . . . : :,,,..1 :.0. , ,.. . ... . , . , .... .. :. .. ci.c. '''': ; ' :- ',Aft, ci,qF:,4: .. ... .1. :.,:. ... ., ,, ...T • gym_ �'. i. tie%2 .. . , 7,:c........ ..:,. _ , 1 i 1 : 1' it 1 . :.: , . / : _ , \: :. , :;,..7„...2 .: . ... ,.. I .: , 7. : ..., 1\, I = i'! i Z�- ,' 11 -4, it 2-t H< , < I! II i lIi11j i I= 11 ,f i,liI 411 111.4; ei I. Al • Ir t1! i ; it I l 1—.1, ! 1 !� !€ i l•143•: =r!= i • . it I 1 t;_',killl ! ,!. ; _!::1i! ! ! _lill s=I €k! 'ii!1 t1i!1iiI' ! Il li! ; I= iti I !'€ _ t t!• ,tr • s1, S€ i-M oil '41=!,f ,t k !_12., t:k! III t ._; _!tilt• =i {. }=ti Iii ttil- _= i=sIhl ii! i ` ' i I l:liti?ii_?iili_llfliili i;i j t'�'lt ilii€! 111 IIl}!f Iti!i!I1';jif€!I=s llb!!`I"!!!; = ,- ..,, •,:.,,;141I1I f..11:i !i s •11 ti hili:!t Iliiii!i !1 !1I!!?1611 l! 11!!!!:11111Iln! a =,.,htt 1 Irl,- = °l:1. 111.••1!=-:11a•:,11:+ I i �,r 11i f1=i ii :ii 1 11 • 11 �:` ! i1 li! ---_I �' . f {� � � I�I1 ,', i If 111:.1 !-I � � 3- ` ,i!!!!!!!!!I!!Ri!!!!1 i116111141;111I1111111 ! t!! 1f Lil �= __� ; ! 111{ _,1, f.,! H11111111 111 !11111 I j!,;{113!' I '.Rt„....z::::: i +1t!•-ii�ce�t`;3�'i f:t= ,: €{1 , k k! !t ! +..ij'!•i! lf! f ! 3�1 1 1} 4 Eiiii41 �f0 11 tt IliT E sii�=i1=.iii=1411't=ii=.1111!11!! 'fit 1 ,1.cot!ER eouNry.„0R I li6i:i:::d : 1 , iiiiiiiiiifiiifiPil• 1 I !,ild i 111:1 1i € 1! 1.+,..:l�;s:;►l:.t'c.,c,: It i t `` ` t`fH j`!311t11ii . 1:,..l .,:„€i1�.1ii1i1�l,it: 11:1ti1i13111.".'1il I�ij b tAMESC,GILES,CtEA Isiiiiiiiliiiiit I:l.ifill 1131111i11111i1111111111fill is 1l:::z . r::::i51 a i 1tti1::- r:: 'r.i r:: IIIP 7111111---- 11 i'I1 1I-f I l: i 1 _- •. ..-car..—... +i..?dkuFc42?!•±sm.."fRos e.�pnt,g_...:i a,i+ir' _:5��. 01390109 1990 JUN 14 AH.7:50 001536 001879 00111MCOUNTY RECORDED OR BOOK PAGE ��'' GRANT OF EASEMENT REG lam,, v PRMd DOC his indenture m de and executed this day of INT ` A , 19) by and between -WESTINGHOUSE IND_____ COMMUNI ES OF NAPLES, INC., hereinafter called GRANTOR; and the PELICAN HAY IMPROVEMENT DISTRICT, a special taxing District organized and existing under the laws of the State of Florida, hereinafter called GRANTEE; WITNESSETH That for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the GRANTOR hereby grants to GRANTEE, its successors or assigns, an easement for access and drainage, including the construction, placement, maintenance, repair and replacement of drainage swales, lakes, embankments, structures, pipes, manholes and related appurtenances over, under, on and through the properties described on Exhibit "A" attached hereto and made a part hereof. TO HAVE AND TO HOLD the easement hereby granted unto said GRANTEE, its successors and assigns. GRANTEE, by acceptanceof this easement, agrees for itself, its successors an _-assigns, to maintain the 'water management and draina -Alit din said easement and not interfere with the r g f� egress of GRANTOR, its successors and as�s,�'or any r rty requiring access over the propertis i! e'r which said ea men is granted or to any properties faM ing the properti cumbered by this easement. GRANT ithat it wi. 1, to the extent reasonable and' possible.: under h circu to ces, use care in performing work ithin the' •rop�erties -ncu ered by this easement. GRANTOR ec o it successors and assigns that It will' be.r-spp n ab l- o •`- os of any and all repairs, r p1 cexIen .4.nt -nc I or rrestoration of improvements.4n' 1 a' 10t•ing -o<d .,!except any and all repair a• replacement re• re. '.y EE'S activities which shall be responsibility th- G . t - This is a pp# v e easement bet nG R and GRANTEE and neither the ge;5 a1 public nor an ,purrc�haser of property unencumbered by thise @went shall c lwe any right, title or interest in or toe ' m�e•-.nt--Tarty , this easement may be modified or vacated c ytr1ien otice to the general 4-3 u o public or any purchaser-ogerty unencumbered by the •.3 easement. I' 0a, In the event GRANTEE, its successors or assigns, shall ' ''n fail to use this easement for the purposes intended, then t"11 GRANTEE, its successors or assigns, shall vacate said easement E m or relevant part thereof. >.'.o 0 o M IN WITNESS WHEREOF, the GRANTOR has caused these presents t mto be executed in its name, and its corporate seal to be hereunto affixed, by its proper officer thereunto duly n. b authorized the day and year first above written. mcuu- u--i WITNESSES: WESTINGHOUSE COMMUNITIES OF mob h a NAPLES, INC. a co z Allbit�. ..A_ ! w. . . _ Hy�w�t- Louis _'•egs.ed zcc Executive Vic- President �l(/?iLlaav� lt ecewe RdE S � r/ Documentary Stamp Tax Rueived$ Ct.+sS"C"Intnng'bl? _/lf6 __P,rsnnal Property Tax COLLIER COUNTY CLERK OF CUIjt:TS BY • ' ' • •4',.:4-Mf-4, -,L,`1,br+r . . u t i 1 a n a a _i.or-#2yrc:i.;: • 11.,:!,,i `—row i'�St k.�4 iMii t�5�7'�ri p`rsr tf l"`. jy .t 14, y, 5 L , at 1 1. Vs:_ . .✓N }Z P. r SlK ;1 L :J 4l'e4' [r'Y�� s + i i FD's 4 1 t IVI }.�a'yd w• Q Il: F {y �f 1 f t 1 • 11111111111110111111 I • • 0 0 1 5 3 6 0 0 I 8 8 0 OR BOOK PAGE . . • STATE OF FLORIDA. COUNTY OF COLLIER I HEREBY CERTIFY that on this day, before me, an officer duly authorized by the State and County aforesaid to take acknowledgments, personally appeared Louis H. Hoegsted known to me to be the Executive Vice President of Westinghouse Communities of Naples, Inc. and that he acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in him, by said corporation. WITNESS my hand and official seal in the County and State last aforesaid this aa,121day of •AVL.t..V , 1990. Notary • .. c My Commission Expires: NOTARY PUBLIC.STATE OF FLORIDA. • MY COMMISSION EXPIRES:JAN.23.1951. :" C) .•1 •ONfltOTflU mOTA11,roMILIC 411', Cy 'eLk (6") COCO\ :•.• f""4) • ff4, t4 This document pr . by: A,c) Robert W. McClure, trilq., • -cC.‘ 801 Laurel Oak Driv 4115,. r CiN Naples, FL 33963 (2114,_ 813-507-6061 5043.1ys/golf course drainage 1,--5,7- 1;717-r,74,flwa4-15.101i7 - " 1:• ;;" ,•047r4tNe't-- '1.• ' • II I 11•11110111 itrazz=zolavommolomtwqmiovkz,,,,,:aoingnr3,..TiAmentypziy#acen --: , 0 0 1 5 3 6 0 0 1 8 8 1 OR BOOK PAGE 3 \ IlilliRilig„_ U normoss.-. en e. .• II M.% I 4 cx ir.411 flf:. 1-, lir' r.--sa eill 0 Fn di It. i 1 Z.f : , if r11›, snit $.:>•:ii 1 ;14.- •'1t , '-‘......, rei ; W / t t. i 477* lisilA _ i_.•tip El, 1 - 11" -,-!--," II t--f til 1. -I-p. ok -,••••1 (A t•A FoL14/11 t. :. I ..--- .. i MIN ..p i •:-.1:7774)' " kg I ..... .. r um N. I T IPA soi, : i,..."' • ri 11 g I I i: —• • 1 ' ill Ilk t.T. II1 ill"qii 11 V .I.,. .. I i '. . •• . ' il ' . I qo . • t 1 ,. . - • ,„:„. ---01 -0'fift,:i',:,,,IZ:W..,1'11,.17,,.:4.',/,'-',.%-..1i.:',:,-,,...': '' ':.:'.....: ,'s. ' ' .'• . '.Ali.%,ci,;.1:-,Kti,."'. :- '•:,,,,,, 44A,-..m;,,.,.A.pAiA,;;.*Ft.'rt1,---q;. .- 'V,InINI,,';:`\,..-.1-•f•s i'; -,-,:.';'.' , ' : ... . 1'14:3', S.,_P' 4-4,,,,I-Mpx,:i-otrt:A tq,,,;•.:"‘f.„,..:4.„,4,,,,i.o.,w,,,igt.-epw..,*i.sic.,r4.!..,..k.1.....A.,:f.,,Q,......,,.,.,-:,.c. ..',,,-:-... ,'.....,..;.: :. . . 'ki,P",'''' ''''T"t,''''''; 4 i.-,11 L-5.NiiitaVe*-tiM00.1..k::!TIAKVN;r4?....C::'',::,, ,'-.:':i,,'..'..,':'; '''' • _ . 4'46_ .t. . e, ' ,l''Z'i,4z5.4wa..:t4:111/44,034.41,,,,,,Ifcf•f,".-1.14,.-v0P7.,`:.-4.,1...hic.1 i_.,"i.,-.:: •...; :: ' • . ..-,., k •-, k= ..-"" ,Z,,..,.,',./ I,g,:, O. „ 1,1-4 sw.!;,,,,i`.',1,trf_rk,....c.:;L'...:1•1!„il.'•' .,.'...4...'..',;!rfi•7: '. ' ,. , • • 001536 • 001882 + OR BOOK PAGE WILSON.• MILLER • BARTON & PEEK. INC. ....(7. I s ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS • 9 1383 AIRPORT ROAD NORTH.NAPLES.FLORIDA 33942-9989 (8131643;4545 FAX IB131 643-5718 ' CLUB LAKE DRAINAGE EASEMENT PELICAN BAY IMPROVEMENT DISTRICT • DRAINAGE EASEMENT Commencing at the southeasterlymost corner of Parcel "A", Pelican. Bay Unit 14, as ,recorded in Plat Book 16; pages 23 through 25, inclusive of the Public Records of Collier County,' Florida: thence South 42°-56'-15" East 1281.32 feet to the POINT OF BEGINNING; thence North 46°-06'-15" East 37.32 feet; thence North 25°-47'-12" East 26.96 feet; thence North 36°-44'-32" East 25.20 feet;, thence North 61°-03'-31" East 51.32 feet; thence North 48°-36'-16" East 106.49 feet; thence North 82°-36'-14" East 21.33 feet; . thence South 65°-43'-01" East 19.04 feet; thence South 24°-08'-27" East 30.25 feet; thence South 11°-54'-08" West 101.09 feet; thence South 30°-20'-39" East 59.42 feet; thence South 59°-39'-21" West 52.28 feet; • thence South 2°-59'-37" West 68.50 feet; thence South 41°-40'-53" East 48.09 feet; thence South 86°-58' "98 feet; . thence South 0°-0' J ee ; thence South 31,, ,55 .West '�I -t; thence South f2 11" West 27.7 de thence South/47 9'-35" West 24.70 f et; thence South 41 Q7'-4-6' West 363 fe t; thence South 57-03'-431' West 16 feet thence South t'- ,5561',.-W.s 63.8 feet thence Sou h 0'2`- . c ' a,- thence e thence South '1.° 5 1 " W +� '=t . thence South a .2O -1 " W t 7 .41� f et thence No113.1 eery °•12. ek" . ' thence Nor °-05'-52" West : .00 ee ; thence Nor -37'-46" East 6L 56 a ;• ' thence Nort A -33'-11" East 4 ee • thence North z '-49" East 9.80 • thence North °F+ '-53" West 42.15 thence North 1 '- " West . Ori et; . thence North.30°- ' Z. 1C •,deet; ' thence North 18 -05'--36'" Tda 79..T6 feet; thence North l°-30'-28" East-79-.40 feet; thence North 14°-04'-13" East 36.05 feet; thence North 34°-12'-14" East 13.91 feet to the Point of Beginning of the parcel herein described; Parcel contains 2.35 acres more or less; • Bearings are based on the northeasterlymost line of.Parcel "D" of said Pelican Bay Unit 14 as being South 18°-02'-00" East. WILSON, MILLER, BARTON, & PEEK, INC. Registered Engineers, Surveyors and Planners By: .1141,' •• c_,(_e). • Date: /25/90 ' John : .-•a3outwel4 P,.L.S. #3934 ' Ref: • - :l0 Y':ti,• ;: W.O. 9415:, ,(JEB:kjd•-';Llub lake ease.) • Date: May'25_,'.` 990.: • a. RAVMONO W MELEE PE •WIIJAML BARYON PE•T..GAIAS P PEEK.PE.ELS•'NAMUR M CYAASTIANSEN PL 5.CLREOPOM SC«NEOER RE ALANO REYNOLOS.Ai CP•ARLENCI WA.TE.AICP•GARY L DANCA.CPA•FERMN A OIAZ.PE.JOHN 0OLITWELL.PL5 •-O IAS P NC•OL5.PE•STEVEN.1 GUNCEN CSC .HENJAMN C PRATT.PE PLS..RALPH OLIKAS.RLS.JAMES L•.CGEE.E 1 PHO Ntit i• .-,v rFFi,`,,.''L A L of ,,i . 1�+ LliS < i rTC}f L „•-• 4) i ;,ii fro it. I :^ t _ -LCn (L x4 , fa:t Lt att i 001536 0 0 I 8 8 3 OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. ...9.- ENGINEERS PLANNERS SURVEYORS 1363 AIRPORT-PULLNO ROAD NORTH.NAPLES.FLLYiOA 33942-9989 1913]643-4946 . Pelican Bay Improvement District 20' Drainage Easement #1-12 Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25. inclusive of the Public Records of Collier County, Florida; thence South 41°-25'-52" East 630.72 feet; thence North 76°-03'-30" East 34.61 feet; thence South 826-48'-04" East 32.79 feet; thence South 66°-53'-01" East 47.93 feet; thence South 56"-31'-52" East 61.30 feet; thence South 43°-12'-55" East 58.86 feet; thence South 24°-47'-21" East 46.17 feet; thence South 11"-30'-14" West 26.76 feet; thence South 23°-30'-57" East 73.91 feet; thence South 05°-23'-52" East 25.26 feet; thence South 22°-35'-04" West 51.19 feet to the.POINT OF BEGINNING; thence South 55°-35'-34" East 283.00 feet; thence South 46°-06'-15" West-5,;67 feet; thence South 34°-12' �. s�',E' feet• thence North 55 '-43, '.est=. eet; thence North '14� �,2. East 15. -b thence North - k�- -04" East 5.67 ec • the Point of Beginning of he arcel herein descri -d; parcel contains . 3. a tO.,fs mors.._ar sf bearings are bas d oh t ortheasterl .ost y ne\of said Parce "D" of said Pelican Bay i Fo - el . "uth 18°-02'-00" East. Un WILSON; MILLER, =., 0 , S LTi. P K e Re . ;En' ineers' d e ors g g ¢- BY _ �s�ANU10—e.. DATE, / ''t) rJ .01. `..Boggs,''+L•// 3516 Not valid finless-.". with the Prof o l's seal. W O 9415�>, . y 10 � Ref: r;';4L64O,:sheet 2 ( .skid e -12) Date: February 7, 1990 • IB1j . s.<YMONO W.MLLEP. E. WLLV.M L BARTON.P.E. THOMAS P.PEEK.P.E.Ply WLBUR M.CHMSTIANSEK PLS CFC H.SCFPIECER.PE. BENJAMW C wan:PP.PLS.•CARL H.SOLL.PJ •FERMIN A.0W2.RE.•JOHN E BOLRWELL'PL.B.•C•ARY L OMCA.CPA•ALAN C PEYNOLOB,AICP. Fort Myer.Rorid•(51313374811 * 1 I ■ y ; : Mi -laz4[; r f+1,�'. '1 ' -i{ 9 art w ]tw1:A4 )�, Ni, .t.a i 2 yr L" E-r T` y`:'"y�5'y�,, f .F��r lrrz ','��,,�'i�g I 5 t l - c �x{k >r3 {'t + +IF i r 40: ( E , 1 y 1111 1111111111111 _4 i•i ,, ,..,, . ;b 11s Np k-, xtf"je.41i �?.` tt ^7" r. . 00I536 001884 OR BOOK PAGE 4110 • WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PLII.L'JQ ROAD NORTH.NAPLES,FLORIDA.93842-3888 1813]643d645 i Lake "1" Easement Pelican Bay Improvement District Drainage Easement Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book' 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida;, thence 'South 41°-25'-52" East 630.72 feet: to the POINT OF BEGINNING; thence North 76°-03'-30" East 34:61 feet; • thence South 82"-48'-04" East 32.79 feet; thence South 66°-53'-01". East 47.93 feet; thence South 56°-31'-52" East 61.30 feet; thence South 43°-12'-55" East 58.86 feet; • ' thence.South 246-47'-21" East 46.17 feet; thence South 11°-30'-14" West 26.76 feet; thence'South 23°-30'-57" East 73.91 feet; thence South 056-23'-52" East 25.26 feet; thence South 22°-35'-04" West 56.86 feet; , thence South 14°-5618 s • feet; thence South 77°-13-. 4. 35 eet; . • thence North 75° ' "`. eat . 6,'fe t; thence North 6,4 1'_52" West 29.8 .fe0. • thence North 48)9'-13"West 40.53 et; thence North 35° 46' 19" West 30.41 fet; thence Nort 30 -4 '.-24" es 0 fee ; thence No 2 18'-2 t 26. 4 feet . thence No •h 0(=, 1U4 -, _- ee' . thence No h 3 °J002 2: W. 1,19,' • •,-e ; thence No h 1.° 04' 0 0 0 48\feet; thence No 6 44 1 .34,, -t �"" thence No °- '73 East .7-.13 ,eet the Point of Beginning o e parcel ,herein d' scr be ; parcel,'contains -. G acres more or 1 , bearings a:re'base he northeaster �ym•= • rl a of Parcel "D" of said Pelican Bay:U -urteen, as being ,pit 18°-02'-00" East. WILSON.,e-!MILIIER, BARTO `S• • E I Reg Enginoers and'Land•'S- yore �,�' BY '.r �� DATE 3/I�/96 ep 4 S ,Boggs, 11.', J'! #3516 Not valid unless embossed with the Professional's seal. W.O. 9415 Ref: 4L-640, sheet 2 (JP:kjd lake 1 esmt) Date: February. 8, 1990 • L, I'e-=- RAYMOND W.NKLER.PE. WILLIAM L.BARTON.PE. THOMAS R.PEEK,P.E.P.L.„ WABUR M CHFISTIANCEN.PLS CLFFORO M.S?TIECEP.P.E. BENJAMIN C PRATT,RE.R.&•CAR H.ECU-PLS..PER LIN A.MS.PE•LICHIK E.eWrNELL PL.S..GARY L CR'CA.CPA.•ALAN G PEYNOLOB.A.X.P. Fat Myr.Ficrid°(8131 337-4011 I h? %'- 1'-'-qt-t k E yl {� i J r1 i*i lj ,y;% 04}4.' .4 §J- }tr .,c ,.:4,1,-S,'i .,1 ` iT l� 1t }t ryaW.^Ly tjZ L �: i+S7lm'irty �,7 Ja l� .�.�"Y'L4'ri,,• . 001536 001885 • 6 D PAGE • • -: WILSON • MII(�R Ei'a�. BARTON .. BOLL & PEEK, INC. ENGINEERS PLANNERS • SURVEYORS -.• - AIFLORIDA 1383 AIRPORT-PULLNG ROAD NORTH.NAPLES.FLO3384E-8968 IB13J 643-4649 Pelican Bay Improvement District 20' .Drainage Easement #2-12 • Commencing at the southeasterlymost corner of Parcel "A", Pelican • Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 41°-25'-52" East 630.72 feet; thence North 76°-03'-30" East 34.61 feet; thence South 82.-48'-04" East 32.79 feet; thence South 66°-53'-01" East 47.93 feet; • • thence South 56°-31'-52" .East .61.30 feet; thence South 43°-12'-55" East 58.86 feet; ' thence South 24°-47'-21" East 46.17 feet; thence South 11°-30'-14" West 26.76 feet; thence South 23°-30'-57" East 73.91 feet; thence South 05°-23'-52" East 25.26 feet; thence South 22°-35'-04" West 56.86 feet; thence South 14°-56'-18" West 65.43 feet; thence South 77'-13'-40" W st thence North 75°-57'-38",• ester; thence North 64°-37'-5 " West-' '.: --ty thence North 48°-29 1 /West 40.53 fee' Ar ,,, thence North 35°-46' " West 30.41 feet; thence North 30°- `5'24=West.30.70 feet; thence.North 20°-18'x°25 sWest 2.83-fe'et to t e P INT OF BEGINNING; thence Sout 6 27'-4 ries 186.545 fee t the westerly line of Pelican Bay '�r`-." V.B. 2, pages 74-79 inclusive 9f the u i c$.d: o . o'. -. C unty, Florida; thence alo g s ick we te,rl nF `or 5 ,18 =05" West 20.07 feet; 1 t^� thence lea • g sa 'westerly .e North .817'-43" East 188.20 feet • • [' thence South•. -18'-25" East 20i,�� e the Point of Beginning of `eparcel herein de's d� . parcel contains .0 ticxmore or less; bearings are based o Ct. , rtheaster 3nholine of said Parcel "D" of said;Pelican Bay Unit'F en (15U):1d South 18°-02'-00" East.' .;u _ WILSON ,:MILLER�.`:HARTON, SOLL , INC. Reg. Engineers and,Land Surveyors / BY _1 i/. IF 'DATE . 3/,i.4 /9 p fph`: Boggs, P.L '`516 /. Not:-valid unless.:embossed with the Professional's seal. W.O. ':,'9.415 ;•a„•: Ref a 4L-64,0, sheet 2 (JP:mrs esmt 2-12) Date: February 7, 1990 HIBIT"A - • RAYMOND W MILER.PF.. WILLIAM L.BAR1ON.RE "OMAS P PEEK RE.,PLS. :LTBL;R M.CHRSTAT:SEN.PLS. CLFFCRC H.SCYNEIOER PE. BENJAMN G PRATIL RE.PLS.,CARL H.BOLL:P 4.•FERMN A.OIAZ RE.•JOHN E.BOUTWELL.PLS.•GARY L OA!•1CJL CPA•ALAN CL REYNOLDS A1CP. ' Fos Myer..Fbride I8131337.4E11 • ! �`r�'�t•�Nc •fir d Ut�,'S i ( ,�}t': L _{ ;15FA iq.YT r' 1 ' z C�Y'i,�J'.i 1{r 7 r 7 �k)r,(A,T'T' �r ' '''I fI � 7 i I " 'e f y( tip �p ,‘Z 14 ,. Leah i j 4) ,t� �L"A.; Icy i 't t/ 0L S '�l 'lt �1-i'�T' 1111111111 _ ryryLyy Iq 1,' maggensmiganaggig - YIV Y-sof 001536 0 0 I 8 8 6 • OR BOOK PAGE WILSON • MILLER •.BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS. SURVEYORS 1383 AIRPORT-PLLLINx ROAD NORTH,NAPLES.FLORIDA 33942.8988 p3133843-4845 • • • Pelican Bay Improvement District 20' Drainage Easement #3-12 Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public 'Records of Collier County, Florida; thence South 41°-25'-52" East 630.72 feet; thence North 76'-03'-30" East 34.61 feet; , thence South 82'-48'-04" East 11.23 feet to the POINT OF BEGINNING; . thence North 03°-51'-21" West 320.47 feet; thence North 79'-20'-22" East 20.14 feet; • thence South 03'-51'-21" East 326.76 feet; thence North 82°-48'-04" West 20.38 feet to the Point of Beginning of the parcel herein described; parcel contains .15 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D" of said Pelican Bay Unit Fourteen, as being South 18°-02'-00" East. • WILSON iiILLER, ;BARTON, SOLI•-A2EEF.�Ri-I�IC. • Reg Engineers and Land 4 p' BY �� .4/i DATE - •Ph` Bugg 1, pI'►, 35\1_6_ Not valid'unlesa embljusedw'th,,th PAssion=l's seal. W.O 915 Ref :.:4L-4'640,,i ee 2( ( : e�sm Date: Feliidjry - 9' • • • • • • RAVAOYO W M(LER.PE W,LLIAM L BARtN,PE. THOMAS R.PEEK.PE_OLE. 'VREILIR M.CSO STANSEN.P.L.$ cLSFORO H.SCMJECER1 PE. BENJnMN G PRATT.RE.RLS•CARL K BOLL M.G.•FERMN A.OIAZ,PS.•JOHN L BWf WELL PLS•GARY L CAS A.C.P.A.•ALAN O.PEYNOL08. .. AIGR Foes MyerFbIiC°f13131 337-4511 . }se -ed.•,5,r� MI p . 7L.3 -'.. ,�`Fi?ak+...3yy .yi�iRr- `u;'• '-4rr"A '.rte a.s.'44 ..fi` „ t:::, ., _......... 001536 001887 OR BOOK PAGE WILSON • MILLER • BARTON • BOLL S PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PULLNO ROAD WORTH,NAPLES,FLORIDA 3394E-9958 (8131 843-4545 Lake "2" Easement Pelican Bay Improvement District Drainage Easement Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence North 55'-59'-09" East 273.06 feet to the POINT OF BEGINNING; thence North 606-32'-04" East 58.00 feet; thence South 77'-55'-24" East 70.26 feet; thence North 776-42'-34" East 11.07 feet; thence North 33"-51'-56" East 44.80 feet; thence North 42'-34'-49" East 45.10 feet; thence North 71'-37'-53" East 55.74 feet; thence South 58'-24'-59" East 44.89 feet; thence South 38'-11'-22" East 47.15 feet; thence South 13'-36'-13" West 37.29 feet; thence South 288-52'-23" West 28.91 feet; thence South 10'-59'-21" 45.31 feet; thence South 38'-48' 13".A st+ "044 feet; thence South 51'- ' it feet; thence South 06' �'.piiii-West 4 . ,J L ; thence South 2. '-4 '"-37" East 92.8 thence South'O1-• 8'-09" West 51.58 eet; thence South'79',. . - West 7 02. fe t; thence North7 34'-04" West • .16 fee ; thence Nort56. 29'-58-" 'e•t 42. e- •.• thence No 'h '8'-5 4e tI thence Nor h {{11'599' 0 F.2.: t thence No h 22. 39' 2 " W s `.97 f eta thence Nor h"�• 6-�- '- ` 0. et •.7 thence Nort#- '-26'-44" East .57 ee . the Point of p Beginning o parcel herein ' crbe parcel contains .4 cres more or 1 bearings a=e'base , he northeaster ymd {line of said Parcel "D", of said Pelican Ba Q1 Fourteen as be ng S lith 18"-02'-00" East. WILSON _MILLER, BARTO , S_ iNC Reg.-Engineers and Land SW -e or.._-_.---------- • '- BY ® �. DATE / /��O I ,,, g,: ph .. -Boggs, P.I/!/ • 3516 / No validunless embossed with the Professional's seal. W.O. 9415. ' Ref: 4L-640,'.sheet 2 (JP:mrs lake 2 esmt) Date: February 1,1990 A. PAWN:AO W Ma.LER PE. WILLIAM L BARTON P.O. T+OMAS P.PEEK.P.E.PLS WILBUR M CHP6TMANSEN.PLS. CL'FPOPO H.SC1NECER P.E. BEN.LIMN C PRAT,.RE.ALB.•CAF-M BOLL.RLS•PEFA,•V 4.Cut.PE•JOHN E BOIRWELL M.S.•GARY L OAFCA.CAA•ALAN C FEYNOLC6 AMR Fort Myvx Florid 18131337-4011 ';j S^ b4}Ca �y�t�Tf"`.rka.I,i a4 zei i --. ,� rc1 1 t j VI,• Ar 4fl�'' A ecS�4 l'I ''�� 'W W 1� iiV. i a t.ys tit,l �-4 -,r� _. S?�t...:.i ��s�at96F `fi!&Y.a'rtil12`�•' ��'....�......_ 001536 00188.8 a OR BOOK PAGE TiS.WILSON • MILLER • BARTON PEEK, INC. o�.�%a ENGINEERS PLANNERS • SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS Q 13E33 AIRPORT ROAD NORTH.NAPLES.FLORIDA 33942-9966 18131643-4545 FAX 1613)643-5716 • Lake "3" Easement. Pelican Bay Improvement District • Drainage Easement Commencing at the northeasterlymost'corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; . thence South 12°-44'-12"West 2867.94 feet to the POINT OF BEGINNING; thence North 84'-56'-43" East 114.98 feet; thence North 73'-34'-12" East 78.03 feet; thence North 34°-48'-20" East 60.96 feet; thence North 75°-19'-29" East 46.53 feet; thence South 78°-23'-43". East 43.48 feet; ' thence South 63'-38'-10" East 31.45 feet; thence South 88'-20'-57" East 97.32 feet; thence South 63°-55'-23", East 50.48 feet; ' thence South 36"-17'-38" East 31.25 feet; . thence South 51°-33'-29" East 155.70 feet; thence South 26°-27'-27" East 63.07 feet; thence South 08°-21'-53" East 154.03 feet; thence South 23'-11'-30" East 37.35 feet; thence. South 39°-35',-44-W44-.---31)4 �feet; thence South 09'1=A, 3.. feet; thence South 21° 5 9 j e ; thence South 09/./-,41,414" East 50.1 e thence South/p7%-, '-02" West 56.23 et; thence South 32° -2-7-"-West 67.15 fe t; • . thence South 68} 4 5a" est'"52. 6 fee thence North 7 '°-31'-06' W. 60. feet • thence North 3 °- 14 1 e- • thence North 1 ° 15 2 e's • . B f thence North 20' 3 " €1,13- _ 3' -et:; thence Nor h'- 041- 5 e= '.06,,3 =r-t;� t�"°•+ thence No t. °- '-19 East 110.2 feet thence Norte}°-.34'-49" East 6 6 ,ee k`: thence North'Olt 30'-36" West 36 6e , thence North 6'-45" West 38.'0 t thence North A7,31&-27" West 36.71. e`'t; thence North 22 .t " West 64 ; thence. North 35'- ' ' es ilWeet; thence North 53°-24'^-0071Ke>it1 69- 'feet to the boundary of said Pelican Bay Unit 14; ------- thence along said boundary North 04°-00'-00" East 47.72 feet; thence continue along said boundary South 67'-42'-55" West 381.40 feet; ' ' thence leaving said boundary South 84°-24'-58" West 30.32 feet; thence North 13°-29'-39" West 30.02; thence North 49°-42'-43" West 41.,87 feet; thence North 03°-57'-26" East 55.05 feet to the Point of Beginning of the parcel herein described; parcel contains 3.76 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D", as being South 1B"-02'-00" East. WILSON, MILLER,;1ARTON, SOLL & PEER, INC. Reg. Engineers:and'Land Surveyors BYO' ...44.7?", DATE -4 4/90 • euS. Bo . #3516 . , Mot -.alid finless-embossed with the Professional's seal. W.O. 9415.. • Ref: 4L-64sheet 0, 3 (JP:kjd lake 3 esmt rev) 3L-376 Date: February 1, 1990 ' Revised: April 4, 1990 F1181T'A. RAVMONO W MLLE..PE •W4.LIAML BARTON.PE •TNOMASR PEEK.OE PL5 •WLBLM 10-.STIANSEN PLS•CL4C.D-0 5C••NEOER PE ALANO RE•NOLCS n.CP •APL EN O Yn+TE niCP •3.1Rv I LIANCA Cr, .IF RV.4 I.O•Ar PE A•.NE BOLMNE LL PL5 '•CMASP NC•0,5.PE •S,E VEN.IG.JCEN.0 BC •,:! .,.W CI'RAr T,PE T.L 5•.'A_ Q....KnbnL5 •.IaMESL MCGEE.E.N•O, • ::.7'11`';;"' I_I O� �,`1• � „, F,,,,,,,,,,w.,.,:,-,,.. L ; 4 4. 1 ,„„_,,,,,,,,,,,o,,, S� �i ., s " a � + IY C ' ;. 010 "1 -¢¢` Hca ,1; 4111,5'rYfs`tijjg4C � u M;Y _ a ' d�t..�ti {. �. ; f`r- .xF�. r,; YA =fi,<:K.{�,i��'CY,L,n� . t :�V. 1:ax, � hi.", 001536 001889 OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PULLING ROAD NORTH.NAPLES,FLORIDA 33942-8988 (8131 843-4848 Pelican Bay Improvement District 20' Drainage Easement #4-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records.of Collier County, Florida; thence South 12°-44'-12" West 2867.94 feet; thence South 03°-57'-26" West 55.05 feet; thence South 49°-42'-43" East 32.85 feet to the POINT OF BEGINNING; thence South 49°-42'-43" East 9.02 feet; thence South 136-291-39" East 12.85 feet; thence South 77°-50'-30" West 153.93 feet to the easterly right-of-way line of Pelican Bay Boulevard; • thence along said right-of-way line North 10.-32F-58" West 20.01 feet; thence leaving said right-of-way. line North 77°-50'-30" East 147.57 feet to the Point of Beginning of the parcel herein described; parcel contains .07 acresmo o-or le „ bearings are based on theas : _. t r vmost line of said Parcel "D", as being South 18°-02'-04"�EE._* • '',(...90-:::, WILSON,.MILLER, BAR1O -OLJL & PEEK, INC. Reg. Engineers and an• Surveyors � �w ° BY - 1 ,....oy rs� P JyT p ` Bog s,' 1%7. 5 ° Not vil a.iYnless . s,e. i h,t - ., ofes i•na Fat, seal. W.O. 9415 -ct Ref 4L-640,' sh {JP:kjd esmtl2 Date: February 7, 11' s ,� Kai 41 I .EvmoNo W.MILER, E. WLLIAM L EMPTON.PE. THOMAS R.PEEK. E.PLS. W..-BUR M.CHROPEREEN.ELS. Cr-PROM H.BEEF ER PE. BEN.LIMN C PRAT?PE.PLS.•CAAL H.BOLL RLE.•FERI.N A.C.A.Z.P.E.•JOHN E.BCIRWELL P.L.B..CLARY L D>"C4 CAA..ELAN O.PBYNO O9.AICR Fart Myr+.Ronde 16131337.4611 `ti4zls 6 : ' jl a .. f f ,� " iir mg ,•, ,- . lfig n, aLfiLi.tE---l} r . fit. � .!;,•:41$1 ,•,11.'''1, y`h , ,s ;-vA `. FZ4 i.,� <i : f - - n,X-,1-• lip.,ker,v4'ry. ra 1 .s^ i 7 1''..'1 ,,,, ;,.-0Tex,, i'.t r`r: '`i A,G d;•tas.,ilk I 0 0 I 5 3 6 ° BOOO OK RAGE WILSON L ER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1303 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 33942.5986(813)843-4349 Lake 21 Easement Pelican Bay Improvement District Drainage Easement Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence North 45°-40'-02" East 1209.43 feet to the POINT OF BEGINNING; thence North 15°-52'-23" East 56.59 feet; thence North 35'-18'-10" East 56.85 feet; thence North 14°-24'-59" West 109.67 feet; thence North 38°-32'-25" East 67.66 feet; thence South 76°-53'-52" East 16.97 feet; thence North 55°-27'-40"East 53.78 feet; thence North 29°-32'-24" East 58.07 feet; thence North 67'-41'-22" East 83.95 feet; thence South 76°-00'-48". East 39.70 feet; thence South 28°-55'-2] ••-East---5-148 feet; thence South 07°-08' �st feet; thence South 07'72 a � ast--S� \,f et; thence South 20,-q>4' -57 West 65.38 thence South 08%, 52" East 73.63 . t�; thence South/31.7 - " West 136.21 et; thence South/63 -31' 1"West-- .6,c 9 fee ; \\\ thence Soul 82: -44 - 1 W.. 64.06 feet thence North2 �., —a1 : tot the Point of Beginning, f t a . h rr'n •e i•e ; parcel contains 2.6 ore or Q -_ ;` bearings are ba d�,, e &-t� lymo t Llia f said Parcel "D", as being South 1 -. ss y WILSON'; MILLER, -• • , SOLL & PEER, • -;- Reg. Engineers. an•`, • Surveyors 4 Jfr-•h Boggs, P.L.S0 I . .•Ci Not;'val'id;,unless embossed with the Professional's seal. . W.O. ' 9415 Ref: >.:4L-640, sheet 7 (JP:kjd lake 21 esmt) Date: February 8, 1990 • IW► N- PAvMOrNO W M,LLEP,PE WILLIAM L BARTON.P.E. Tr+OMAS P.PEEK.P.E.PLS. V.ifuR At C1-PISTIANEEN.OLS. CSFOPO H.SO t4ESER.PE. BEN.L1M.1 C.PRATT.RE..PLS.•CARL H.BOLL RLE.FERMN A.DAL PE.•JOHN P.8 JTWELL PLS.•GARY L OANCIL CP.A..ALAN C.PEYNOLOB,ALCP Fort Myer.Florida 1813)337-4811 .'",. 1 '; i I f,. t e11 h y��YCt •�,. i ti , r5 > brr = i' 1te� i , , f � A gt1 h " r . . ti05is rg 7+ .., 1% tSy „ i44,,, t� - , i inisatmeissms , .: - i XLH....... .,_...._ ... 001536 001891 t OR.BOOK PAGE WILSON • MILLER • BARTON • BOLL& PEEK, INC. ENGINEERS PLANNERSSURVEYORS 1393 APPORT-PLLING ROAD NORTH,NAPLES,FLORIDA 33948.9988 (5'13)643-4545 • U .J • • Pelican Bay Improvement District . •20' Drainage Easement#13-12 . Commencing at the southeasterlymost corner of Parcel "A", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence North 45'-40'-02" East 1209.43 feet; thence North 15'-52'-23" East 56.59 feet; ' thence North 35°-18'-10" East 56.85 feet; thence North 14°-24'-59" West 109.67 feet; thence North 38°-32'-25" East 67.66 feet; thence South 76'-53'-52" East 16.97 feet; thence.North 55°-27'-40" East 53.78 feet; • thence North 29'-32'-24" East 58.07 feet; • thence North 67'-41'-22" East 82.88 feet to the POINT OF BEGINNING; •thence North 03°-10'-30" East 492.74 feet; thence North 86'-01'-13" East 20.16'feet; thence South .03'-10'-30" West 498:42 feet; thence North 76'-00'-48" West 20.25 feet; ' • thence South 67 -4l'-22'" s �`o eet to the Point of Beginning of the c l.,�res ed; parcel contains .27 ac ,. tore"or le bearings are based q - yernortheasterlym t .l e of Parcel "D", of said Pelican Bay U. t ourteen, as being S th 8°-02'-00" East. MILLER T .1 WILSON _ ,.: r 9 r��OI�& PEEF�7- �C. • Reg. Engineers- d =nd Surv= • s BY �L�. e _011- A ph .Bo a. a 7 !--- No valid,unless .mb ssed with the P_`. ess•o ,iz- seal. W.O. 9415 l. , , 0 Ref: "4L 640,' shee 17� JP:mrs esmt 13,. )C Date: February 1, 1 9'0� �HE� • • . f -...•,,,,,,,n W...IEP,Pe .• _ _P. �•L ae `,-,2MAS P.PEEK.PC. ...:'..'7 t.:.`:___ ...5::,F13. �--r=rr,n.3uY�MER P'e. sENJAA.N C PRATT.PE.PLS•CAR K SOUL PLS•FERMI V A.DA2.PE.•JC-'N E.EOUTWELL P.L.S.•Cant L OMCJ\CPA.•ALAN G REYNOLDS.AICP. Fart Myers.Florida(8131337 1811 . f7x� . : fAD: �nr1„w1, y , t)1 .1 �ts5 S ^t i : r ai i :.':+f-L i rs.A_ a`q41� d1` S1*tN LrT ' t i ,'-'1-:, .1`,.. � ' 4 �, . 7:,:,aro Y " d. 0Sti .44:-. c-. ?_.---- c_. i7:4:3 +lt53S..{ S ii':il, ;`-'w � i.;.,..;;;;ma x +'+u ;`�2,,11 :,`!..._4_ .. .. 0.01536 001892 HI . OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. • ENGINEERS PLANNERS SURVEYORS 1393 A RP2 9 ORT-PU_LNG ROAD NORTH.NAPLES.FLORIDA 33949908 M31043-41546 Lake "22" Easement Pelican Bay Improvement District Drainage Easement Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 17'-07'-46" East 2935.75 feet to the POINT OF BEGINNING; thence North 31'-23'-51" East 124.26 feet; thence North 17°-47'-40" East 50.37 feet; thence North 08'-26'-45" East 40.13 feet; thence North 01°-32'-47 West 60.01 feet; thence North 17'-17'-51" East 56.06 feet; thence North 87'-05'-S1" East 49.02 feet; thence South 62'-23'-10" East 43.72 feet; thence South 29'-19''-41" East 53.24 feet; thence South 08'-22'-06" East 38.90 feet; thence South 20'-06'-21" West_ 10.25 feet; thence South 14°-35'.,.23"`- t,�361 :, et; thence South 00'-2 X28 ._ 4�0. t; thence South 33'/4 "'West 4 .61 thence South 7 20" West 52.33 thence South 6'- .8'-42" West 23.76 f-=t; thence South 7' 4�''=2 est 47 3 fee ; thence South 60"-52x 51" West f4-:4 feet thence Sout�} 86•-„ 13aMiis 48.23 feet• thence Nogrt 21f �p$ e�it�` f e , o he Point of Beginning o t ar 1 =re 4b , parcel contains 0� a res m. _ " ss; bearings are bas cI n• ,_.. ymoas:..1i ,~ f said Parcel "D", as being South 10 00" East.=. WIL50N,?MSLLER, •� SOLE & PEER, rC) Reg,:.,Engineers and Surveyors "-v� (; J •h Boggs, P.L.S." -6 2>-- Not ; alid unless embossed with the Professional's seal. . W 0 ,,9415 k+ Ref ' `4L-640, sheet 6 (JP:kjd lake 22 esmt) Date: February 1, 1990 11:6.. 7AYMONO W MI-LE?.PE. :•.tWAM L BARTON.PE. R.PEEK.PE.P .. ':.tBLiP M.C,F.S PANCEN.EL.S. O..EFOFO B.SG-P EOER.F.E. EENJAP V G PRWE PE.PLB.•CAFlL H.SOLE PL8.FEFTN 0.QAZ.PE..JOHN E BOUNJELL PL8.GARY L OAi CA.CRA.ALAf'10.fEYT .O9.AICP Fat Myers,Saida 18131337.4811 em- 1 rTI l� 1-11141p 7 # -� F !u- s7S3 % Vs 0 MJcy+ J � � 771 + f 7 ^S'T � k zr1 � KMEMOININI I I EIS II■ b..._. _. ..__ 001536 001893 e, OR BOOK PAGE (- WILSON • MILLER • BARTON • BOLL & PEEK, INC. ",!, ENGINEERS PLANNEAS SURVEYORS - 1393 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 33942-5955 /elm 643-4945 Pelican Bay Improvement District 20' Drainage Easement #12-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 17°-07'-46" East 2935.75 feet; thence North 31°-23'-51" East 124.26 feet; thence North 17°-47'-40" East 50.37 feet; thence North 08°-26'-45" East 40.13 feet; thence North 01°-32'-47" West 60.01 feet; thence North 17°-17'-51" East 56.06 feet; thence North 87°-05'-51" East 22.01 feet to the POINT OF BEGINNING;. thence North 06°-23'-15" East 114.26 feet; thence South 75°-50'-21" East 20.19 feet; thence South 06°-23'-15" West 108.26 feet; thence South 87°-05'-51" West 20.27 feet to the Point of Beginning of the parcel herein described; • parcel contains .05 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D",. as being South 18°-02'-00-'10.-00-'10._ C WILSON,'MILLER, ,BART ra,& PEER, I •' t Reg. Engineers:.and /Surveyors -( BY _,....z.,....:. e• �! _.....e..... DATE `.� . D J h ",%Bo s,, y 1 s • Not valid unles .-..o-sed w t t 3. e= i`•na+ 's seal. W.O. 9415 \,..,.._..4 Ref: 4L-640, s. 6 (JP:kjd esm. 2- 2) `^� Date: February. 't • •0 "" * 9 - =,v n,p,.,+,.. E.PE ..MLIAM L EART• E.:.PT C:1S r;PEEK.PE..r, ..1h 1tt..CI AST.:NZEN PIS C.FFGFG N.S:.Y E EGE.-Z PE. BENJ J,.W G.MATT.P.E.PLE.•CARL H.Fr.I PLS..FERNIN A.O AZ RE.•JOMN E.BOJTWEIL PLS.•GARY L OANCA.CAA.•ALAN a FEYNa06 AICA Fart Mer.,Rand.(8131337.4811 miry, rias' <iS'E'.�"`rSi`Y`' er .7...f- `.F4C1r 171141 -6 `S .r� F F� . if �`r(t'trCS r°" �ix��.�rr,, 'f��-5� E'�Yq•+. 14�'�'t-."�' r ‘1.'s.:;” *f .l t/04 T it Qy f 0A l�'ui ��r� Va'�x/I. ....6 .,4` I 7 4 T jb f t/A'telAlf Y Y .5 3�/744,,34,32!1 "a 1"T.I ,�.,��h?� 3 c -9,,,,,oS ,,41.,,10,...;.:'.'k' ' z --.tr,iS�;q,.,yi,A ;.s Yl. Ptri tr�L..03.4'i �... `F`'EMM. MiTIU., 001536 001894 c • ' OR BOOK PAGE f, o- WILBON • MILLER • BARTON • BOLL & PEEK, INC. • ENGINEERS PLANNERS SURVEYORS 1393 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 33942-9966 19131643-4545 • ' 20 foot wide PBID Drainage Easement Pelican Bay Unit Thirteen . P.B. 16, pages 80-86, Collier County, Florida A 20 foot wide easement lying 10 feet on each side of the line • common to Sites .22 and 23, Pelican Bay Unit Thirteen as recorded in Plat Book 16, pages 80 through 86 inclusive of the Public Records of Collier County, Florida; AND A 20 foot wide easement lying 10 feet on each side of the line common to Sites 51 and 52, Pelican Bay Unit Thirteen as recorded in Plat Book 16, pages 80 through 86 inclusive of the Public 'Records of Collier County, Florida. • WILSON, MILLER, BARTON, SOLL & PEEK, INC. Reg. Engineers and Land Surveyors - BY g} ..ter. .p f. .Boggs, P 4.53.5-1-6.-----.- -� die • Not valid unless mbo sed-with the.Profess anal s seal. W.O. 9415 • Ref: 3L-414 (JSB. Be ..-% 3 Date: May 22, 99I 1 4 - CIS • RAYMOND W.!TILLER.PE.•W'LUAM L BARTON,P.E.•THOMAS R.PEEK.P.E.PLS•WLBUE M CFHBTIANSEN.PLS•CLRRORD H.EC-WOOER P.E. BENJAMN O.PRATT.PE.P.L.S.•CARL H.BOLL P.L.S.•PERMW A.RAZ RE.•JDMN E.BOUTNELL PLS•WRY L.DANCA.CPA.•ALAN O.FEMMES,MLR EOM Myra Ponce 18131337-4611 .J a ^+'fil 11NAti S'fl'A1r4W-1 ,, 1 ,D4 r l,ri.^y.r •y F Kt L-yz..ti'-1s'`t a• 3...4'.,,y-f T ! i? .u,4,14.4 l� Y + s C - 1 , rF✓- N i b t_ S f a. 5 t .r t *3 vJ ry of4`r - !�;xa 1i, r.b � 4'Y+ � �,�.{i}�t3M� ScY' `r k az t 1'.Jr.^ as SiII 'V'__•'o Yy � 3JaiE'�, past 1.`�� ent r+-�.d( r � S�S^`�' tL `� ��' °'aiir �I —'<"ht ��c >� r -1s�.,x > t r. y �r 1:T, sly i ,+4t 4 11J t �,< rJ'!I"a5+� u.`�1�j s.1�,+; .,0 ; r y. � i �r i z > p �: ,�N-.3�� s1,s� ,++k 1��,.,} � •^1� i(h1�Fty,t -•.�74J •* It a a tIOKft r;, a"q.0 1 .£ + 5a wd Lt ii. d" f,.' ' 1 t `j' .+-r r t, s { r r r t ..,'��♦i." 4i.Al r., `�n}'r i r 4. ,*eigt� R.r i' 3'i ,111 1 r ° 'A•1 1 ,,ata Q r-'" .. ,` y r 41'. t ,R fi r ih r i ! it h i t `r'jLY.f a'"G 1.T j 1 �t C't' ! k k� ,f r : i j 1, i 1 ..r.1 1 Y'41; ., E Y 5.A' W{«a; 4331-D'1 ! t ,t L, +3''1 S i J7 ii a.4 r R 1 F� F t t L'7 0}rl y,,pfd'`1'j"R- ti ttr t 'a.{ i 1 - z.. p _ 14.�'h ` <1 r `� 1 i ��Cq "'n ter}114 i3 ` IY �3r r� ir`yr.l9 v :....0,..!::-:,$‘:,:.,.::,..q., 47,..'..-'?. ��IY�}i r+�tj"k' i�YF.,° ...•r yv {r: j.tA,�t�+ r{Y r.��i.r ; �rS v ♦ v�; 4�f 1 +t ti f c. :tt�ay iS4 C ! •Vi.P.' { y' +,y '4 4. 1„.,;r`st r'0 lr + 1 1 M+r ,('l,tias s_Lfir Ct.n's'j i 7a,��rr��'��;j�+y,ezi+� ,� Z lx t { 1 ''''''''''.;...11...--,K7.. t I ti.r----.1**,1 s; •1 yP; 1, , —lot' ';'.• rti$ r i, C.L AI Y f u ry ,v ' f+^11 1Y _It1��(11� r itit<z ! IV f _t 1 n '''.""7ri.;,',' ",--",.1"111i%., sa y�� G9:E 9,,:*ryy��t''"sykf•+ , C }fit n�'�i 1y j , r i 1111111111 �Eyp' 7 1} r.L.y ' -i . }.. •'ir,A.W .H. 4:011 iti 4j'qV.p..-i r '? lobi ,x t rr.:...:a�t t1t ... .r..�`•.J.r:«.i..+.e ... ... . ASda1.w..li�........ . ... . 001536 • 001895 OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS . 1363 AIRPORT-PLR_LNO ROAD NORTH.NAPLES.FLORIDA 33942.6968 P131643-4645 Lake 23 Easement Pelican Bay Improvement District • Drainage Easement Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 39°-26'-55" East 1914.15 feet to the POINT OF BEGINNING; thence North 86'-38'-13" East 118.80 feet; • thence South 61°-55'-59" East 54.10 feet; thence South 18°-59'-07" East 79.19 feet; thence South 55°-04'-04" West 66.59 feet; thence North 65°-30'-45"West 34.00 feet; thence South 58°-25'-41" West 30.73 feet; thence South 44°-05'-05" West 39.42 feet; thence South 37'-23'-31" West 129.62 feet; thence South 28°-32'-16" West 97.39 feet; thence South 14' 36'-5 ..!--Wn &..35 feet; thence South 51°-10 0;,'� fi eet; thence South 24° 4 .-Ea e thence South 13),;-.4k" " West 41. fe`� r, thence South 3,4" 22 03" West 101.92 &e't, thence South /19:7 4'-21" East 89.35 fe t; thence South/07° 2 2" West-67411.fee . thence Scutt/ 48/-0E1)-07e� W 78.28 feet thence South 010-1,T5.1 s thence Sou 3 - 7 e • 19. 1 f ; thenceSou : 7 ' Or e 1• d• '0 e t; •thence Norttyu 1 .77 a t; E-- thence Nortk \\19'), ='5-T"7-2 es .64`t'eea; thence Nort 30'-04 West 5 6 fet thence North'1 43'-20" East 57 f e ""` thence North 166'-04" East 15 f eQ;thence North & =3 '-51" East 40.32 e`t;thence North 09c-$j8" West 43. , thence North 25 -`�1�C '"-West--•3 2 `f1t; thence North 33°_59"'s. at' -•feet; thence North 01 28 2 e --A. 9 feet; thence North 13'-10'-55" West 49.69 feet; thence North 02°-45'-46" West 64.27 feet; ' . thence North 05°-31'-35" East 42.28 feet; thence North 53°-09'-11" East 56.76 feet; thence North 66°-11'-18" East 92.59 feet; thence North 29°-30'-36" East 142.49 feet; thence North 61°-01'-05" East 58.45 feet to the Point of Beginning of the parcel herein described; parcel contains 3.91 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D", . as being South18°-02'-00" East. 'WILSON, MILLER, BARTON, SOLL & PEEK, INC. Reg. Engineers and Land Surveyors BY`•. ��(Sl J DATE 57/91,4747 :.J p Boggs, P 3516 f•. Not,valid•'unless embossed with the Professional's seal. W 6. 9415 Ref:'''"4L-640, sheet 6 (JP:mrs Lake 23 esmt) Date: February 1, 1990 c.WvMONO Vy MISER.PE VrLLJAM L BARTON,PE. TF+O\W9 R.PEEK.PE.PLO V.LBUR ILI C..PSr�+-45EN.P1.3. C,iFORO N.SO-*.E EP.PE. BENJAA°N C.PRATT.RE.RUB•GIRL FL BOLL P4-8•FEiAMN A.O'BZ RE.•JOHN E.BOUIWELL P1 3.•GARY L OANCA,CPA.•ALAN O.FEYNOLOS.A.LOP. Fore Myer•,Florida m31337-4811 ^t .:;-. t1 t' Zr r fI ' AYi`i• :- '4y' 1. 4 k 1 f .tl" .. 4 /'oth'� #�¢R4#.as 17n.--g. asst- •iOf�l} .._.... .... ........ ... 001536 001896 -411P WILSON • IV��LK. BARTON • BOLPLA PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1303 A6iPOiRT-PULLING ROAD NORTH,NAPLES.FLORIDA 33842-0980 (1313)1343-415413 Pelican Bay Improvement District 30' Drainage Easement #11-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay. Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 39°-26'-55" East 1914.15 feet; thence South 61°-01'-05" West 58.45 feet; thence South 29'-30'-36" West 142.49 feet; thence South 66'-11'-18" West 92.59 feet; thence South 53'-09'-11" West 56.76 feet; thence South 05°-31'-35" West 7.55 feet to the POINT OF BEGINNING; thence South 05°-31'-35" West 30.00 feet; thence North 84'-17'-28" West 270.73 feet; . thence North 87'-10'-11" West 184.29 feet; thence North 03'-49'-53" East 30.00 feet; thence South 87°-10'-11" East 184.52 feet; thence South 84'-17'-28"_.East,..271.39 feet to the Point of Beginning of the Ps rhnr L 'ere ibed; parcel contains .31 aces, T bearings are based o.19e ortheaster ct ine of said Parcel "D", as being South 18.7t/00" East. WILSON, MILLER, RRT '—SOIM'fi PFR NC. Req Engineers and Tland SUTveyyo s • • Al I w BY v i�� '�I j�f/i�� • ,_ :0n Bo{p�s.� P � 3 1 No vrllidunless •ossed with the Proffes=io a seal. W OX9415 �11 Ref: �c4L 640;; sh & 6 (JP:kjd es ) Date:: 'February 7, 0 !ti • • C o AY�.ONO W MtLEP.P.E. WLLNM L BARTON.PE. THCMAS 3 R.FEES C.F.E.PLS i1E8LR MT,'SEN.F.LS CLFFOF r.,SCFYVEGEP PE. SEN.-WAN C.PRATT.P.E.RLS.•CARL H.BOLL PLS..FERN A.DA=,RE.•,1014N E.BOUTWELL.RLS.GARY L OAF A,CPA.•ALAN D REYNOLDS.AJCP. Fort Worm.Fid 19131337-4811 v Rt'Itq,rtY4i 1r i3 1�1 }s Lt-t} °� . ; .,,i„,,,,.Al*a�iigg,...E.. :'•� .z ,_f.'4f1:. ,J_;4 ray+ 4, f.;rJ'_rgnAUc i�• ... . .. . .. 00.1536 001897 b OR BOOK • PAGE WILSON • MILLER • BARTON •.BOLL& PEEK, INC. ENGINEERS. PLANNERS SURVEYORS 1383 AIRPORT-PULLTJO ROAD NORTH,NAPLES,FLORIDA 33840.9988 p3131843-4545 . • Lake "24" Easement ' Pelican Bay Improvement District . • Drainage Easement ' Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 69°-52'-41" East 1622.19 feet to the POINT OF BEGINNING; ' thence North 66°-52'-00" East 51.59 feet; thence South 75°-58'-58" East 27.91 feet; thence South 63°-19'-50" East 121.38 feet; thence South 68°-01'-28" East 199.27 feet; ' thence South 58°-51'-08" East 37.98 feet; thence South 46°-04'-47" East 58.37 feet; . thence South 26°-16'-07" East 27.43 feet; thence South 12°-35'-34" East 134.30 feet; thence South 35'-05'-07" West 36.59 feet; thence North 86'-28'-36" Weat_32.61 feet; thence North 73'-04'-001" es 71 feet; thence South 86'- 4,'� 4��' .•an,2'y f'e t; thence North'66° 4' /}"' West 3 . % thence North 27 '-09" West 29.24 a 3s, thence North 't'-45" West 27.49 f t; thence North 62° 1r=5est 21�, 3 fee ; thence Nort 827-23A-4V West . 0 feet • thence Sout 82 -44'-42'_Wee 36.63 feet thence Nort 7 °-26 ,4: f e , thence Nor 4 7' 58" a . 0 ; thence Nor 2. . 2' 2" a .78 . a t; ' thence Nort n - s 27 ; thence Norte '-57'-03" West 6k-40 feet, thence Nort 12'-46" West 64 1 fet/�,�, . thence North a° 41'-01" West 3 fest() thence North .9„,12 '-30" West`52.1 a t'EC�'t,ce the Point of Beginning of the el herein desc 'ed parcel contains 2.16 yes re or s• \\; bearin e7.are based onthe tl e ]��y'�,me t' line of said Parcel "D", as Jing,South' 18°-02'-0a" � WILSON,'-MILLER,'BARTON, SOLL & PEEK, 'INC. Reg. Engineers'and Land Surveyors U I • BYlioit gr DATE 5��/e) Bo s' P. #3516 ' .Novalid unless embossed with the Professional's seal. W.O 9415 Ref: .4L 640,•• sheet 5 (JP:kjd lake 24 esmt) Date: 'February 1, 1990 •' PAVMON0 W\•LLEP,EF ._LAM L.BARTON.PE. To-C'-L`•R.FEEK.P.E.F.L.L N.L ' BUR hi C -A SEK PLS. C.FPOE3 h.SCMI5OEfy FE. 6ENJAh1N C.PRATT..RE.RLS.•CARL K BOLL.PLS.•FER J A.ONS.PE.•JOHN E.BOLRWEU.P.L.E.•GARV L CANCA.GRA.•ALAN G REYNCL0S.ALCR Fort Myer.Florida 19131337-4011 w • �..� 1 ... ..........•... f ((;}ii 5111 M Nay Y'�S li r�{� i577 }.; t 1 . ,,. . �'•'�� , 1 �r w4 4 L 001536 001898 OR BOOK PAGE -"' s WILSON • MILLER • BARTON • BOLL Si PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-eut.uNO ROAD NORTH,NAPLES,FLORIDA 33842-9986 18131 843-4543 Pelican Bay Improvement District 20' Drainage Easement #14-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 69°-52'-41" East 1622.19 feet; thence North 66°-52'-00" East 13.86 feet to the POINT OF BEGINNING; thence North 36°-53'-30" West 19.59 feet; thence South 76°-48'-08" West 233.38 feet; thence South 78°-53'-24" West 436.45 feet; thence South 62°-01'-19" West 10.92 feet; thence North 38'-34'-49 West 20.35 feet; thence North 62°-01'-19" East 17.63 feet; thence North 78°-53'-24" East 439.05 feet; thence North 76°-48'-08" East '246.08 feet; . thence South 36°-53'-30" East 37.56 feet; thence South 66°-52'-00" West 20.59 feet to the Point of Beginning of the parcel herein described; parcel contains .33 acres more-or-3e bearings are based on the-n a t t line of said Parcel "D", as being South 18°.-02' ,Ed t. -- WILSON,`:MILLER, BAR N, OLL & PEEK, INC. Reg. Engineers An. Lap Surve ors 4� 4 rFil A..7-4/0-"---i . BY ✓ : c'a�y`�fs✓. ,9. gr No valid unles •oe•, it = to ofes=i•n;• ''sseal. W.O. 9415 Ref: sh 5 (JP:kjd esm _ - 2) Date :•February.:7`j! 0 d j,C • b-)E S, - Z'- 1 i • =nvY0t10 Y!MLLE..PE. •OLLLAM L L -.r N.P.E. THOMAS R.PEE!!.Pc..Pte, .tPUR...t CriRSTL••cE`.rt.-S.' :_?r_-_.__!y\:CER.P.E. BENJA.W4 C.PRATT.RE.PLS•CARL K BOLL.PLS.r FERMN A 014L PE..IOMN E.EICUTWELL•PUS.•GARY L CONGA.CPA•PLAN D.PEYN0.0B.ALGP. Fore My°r•,Flail°18131337-4811 .lam} C T- , «c,% .p l ;aZayn7Yw,r�5A14 ,�V C �-d4ki t ! �l jn � r :?'y4f4."-• �r04: 11tiy r i.;' �p rr , , , i e j,!t i 111111111-' II .„. .,.-.. '• � r fuWw "� °`y • 1 'k { . 'liIin ' raFm:4:0- 1V. T4.qn'xa: rd .,• ,. +•:9,14f #E• r",- a'Narr .. 001536 - 001899 e OR.BOOK PAGE 4 WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PULLING ROAD NORTH.NAPLES.FLORIDA 33942-9988 19131 843-4345 • • • Lake "25” Easement Pelican Bay Improvement District . Drainage Easement • .Commencing at the northeasterlymost corner of Parcel •"D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 37°-40'-46"East 867.52 feet to the POINT OF.BEGINNING; thence North 78°-19'-27" East 38.48 feet; thence North 88°-31'-33" East 80.56 feet; thence North 76°-56'-08" East 138.60 feet; thence South 79°-42'-06" East 44.91 feet; ' thence South 59°-10'-42" East 20.64 feet; thence South 38°-34'-49" East 30.82 feet; thence South 41°-25'-21"West 58.34 feet; thence South 47°-32'-20" West 48:97 feet; • • thence South 59°-02'-38" iMast...A031 feet; thence 'South 46° 27',-.26` s71. feet; thence South 65°-5.5''-. 3'" 1 B �'+rlfe t; thence North 72° "West 74.: fe • thence North 55e '50" West 53.54 elk-, thence North 8°'-45" West 31.85 f==t; • thence North 09°744--2ff"'1Lest 34tA5 fee ; thence Nort 097-294--T4! East 8'.77 fee •• t the Point of Beginning o tIle�-p4r el a •des r be. parcel contains 0 roil . ebearings are ba d nnoa .t=r1 - i e f said.Parcel "D", as being South 18°- ' E , • . WILSON, MILLER, •N, SOLL & PEEK,- NC. �„, Reg. Engineers ans -nd Surveyors :r • t' 0 4 f i ,D BY 4 . .'- .. !:of/ DATE '" r - p�/S. Boggs, •`��; , 16 fir.-•'` , No valid unless embossed ,i'' t e ssional's seal. ' W.O. 9415 ' Ref: • 4L-640, sheet 5 (JPskjd Lake 25 esmt rev) Dates February 1, 1990 . Revised: May 17, 1990tr.S ( PAYMOrW W.MILLER.PE..WII.LIAM L BARTON.PE.•THOMAS R.PEEK.P.E..P.L.B.•Y LBUR M CHRST+ANSEN.PLS.•CLIFFORD H.SCHJECER.PE. BENJIW W C.PRATT.RE..PAS.•CARL H.5 H.BOLL.P.L.B. .•FERN A O AZ.PE.•JOHN E.BOUTWELL PL8 L c CPA.G.GARY N . •ALAN 0.REYN0.0B.AiLP• Fort..Myers.Ron..19131 337-4011 .�-.-�.�_ ..t.°-''''• `toms ,•s Fpg rt,`t< l LYJ 3. } .— �L cy` 7 • • ,Y fs s 1� ''*� Y•e. xj �t�} 1i 1 t F 4 ,,f} o 7 •(�SSv',,, k�r�"K•'`4. s--G o,. 1,ktl,rovi 5n Av.}, i i G�R 1 i ,L � �� rt��RA 1�+Ev.. } •A, fA ..14'fit y at:,, fJr.� ttW, s r ^,�.,'riiolr :h4r ^se'�1�t Y :•4i:- s'•-t--:.,,c:1: a1 ti# I fF 7 .T !•F 7 ,„ ;}VM,'': H} tY-R��r 't 'i. j „� i ;t^ �L 5 -�2,r r �� rel"'” +,..'4t •+,, i '4' ° ' "+c.L• ins .f strr+'�'r',,� ,,,,, y,,,,.& ,.._,...._,,,,,,,,..,- ...z,„..-.,,,._,. )„tiy,�9 S.y . 1 ? s r£ .` .,,„air,€a,. ,. , t,a ,,.„ „ e?,,,„-', a ug r y�',, ,v ti i , 1 .,:„:::,„:,,,,,,,..,. . : a [, t$yt ' .0, �1.FA• r F i s Le L , i c��.� Re • ni A� {�q�q'3 '• -Is(1vr{sa rst 1 f ,„,„,,,i,,,„:_, . ti a .f''ra-.r flfir.•.xr arr xt, ,s,,3. � '"1 ts'Si1{c�J f��rr ter .'� s' r1-S'. h f iteV;3' Y <-.L��!1'"S`,:t s�pide:+l t; H.: xs”' �r `Ol } - '''T 1;,`A:;- -'eL'-ri {k+. .,t'1? N. `-4 `1”-y t.•j4s es lfl Yr.,,,, i„, s .r-� ,• ,�i,�...mac.e w f 01.e.i3O,, . ,,t 5 •"�. t„, •ErL 1; 54 r ` '� he ss AO 7 q/, 422:41• Th"E .1 f , >1 `T,'-!,.1. r r , er;t s _:!•., 25 ;;41 >:4,(y.L p } r r, S ,4n,,.. }-14,,l`1.�so Lf l , 1 y 17,v L`j�h'Y;'F,# , `''' ' .re*'‘Kt , ' i.,,, },?�[ s, I r ,nb i ,qtr o �1 3i .� E t, ^+� x'rrf �jl F,�"IY f1 I 1 ' F I s .� ;L S - r�5.0 Gas .•'tF ) i,.m .,1.aca- l' S t�+'Ft•riit�'`a; t, , + r iTH i 7-V-?.rti ��i � • o is lr 4:in �3i,t,{{ �k`,T,. I i 1 1 t 'x's, , z 3�n<'� 'bl t4' aw,sr ?f 3. 4 Y 1'_ t at3t'4?-U,,i t H r a i!• r t(I”4�'.H�• mfr i Htig Y� :q;0, 4 . ` li ttt' c .�,y �.,tt + f i • b s fi ., it r ,1 t 1 E`.g $'"err arar l 1 +1 -i 141�4t. ,ty T� / 4 r+r _ic3 L ! 1 !} ° ns i�"a'` i , . ' �S�SH,i1 pr�trL MIIS'19`y1;�' r i ` /- 1 I1 ; f I SS H!.j r `` J*r �4 KMf,,y�, .Pr 4,-;P: .yf , , #..s•y p .r 1 S \rH' .;ti.iyfH� .)'"i1,tl1F,UCH �d e-gffe j It ,; �:tb IA1 rt`i is s x r + r r,! r ^,}L.y r' }}3 s'�,A.0", s _•'s,1 s,HLE`.'u,4.t�s fj+t l7 �l irfr sY ri A k ;ta�a ' x �°.; t 111111 001536 001900 OR BOOK-4110 PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC.. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PULLING ROAD NORTH.NAPLES.FLORIDA 33842.598E.tam B43-4949 Pelican Bay Improvement District 1 20' Drainage Easement #8-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 29'-36'-58" East 1076.29 feet; thence North 61'-09'-46"East 26.86 feet; thence South 75'-29'-55" East 7.53 feet to the POINT OF BEGINNING; thence North 25'-03'-49" East 101.79 feet; thence South 72'-56'-10" East 20.20 feet; thence South 25'-03'-49" West 100.87 feet; thence North 75°-29'-55"West 20.35 feet to the Point of Beginning of the parcel herein described; parcel contains .05 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D", as being-South 18°-02'-00" East. WILSON, MILLER, BARTON, SOIL-& E -LBC. Reg. Engineers and Land i t) BY .,., .i O.Lr R„,- DATE ' 1/4,14/!076 doir.pAY Bogga ',P 0/ 3516 Not valid unless e,••ssed w tah Profession=l' seal. W 9415 x: Reff :'4L 640; heel •. &kJ�i smt Dates 'February 9�!i LLL JJJ �-- 0 4.1 AYMONO W.I.D.I..EP.P.E. W LIJAM L SARION.P.E. THOMAS R PEEK.P.E.PL3 .41.51.1R M CHF TWANSEN.FLS. C:FF0i30 H.S:.- ECER FE. BENJAMN C.PRATE RE.PJ.B.•CAR H.SOL-PLS•FEFMW A DMZ P.E.•JOHN E.BOLITWELL R1.39.•GARY L QAACA.CRA•ALAN Q REYWOLOS.ALGA. Fore Myer...Florida I813I 337-4811 yy�� f.., ILLY tr'•ir" y. t q Jnr '7c� k�{�� `;� ' ' R IN 'N d.r4*�''' k t r�t 4 >itSSS�i XF-t• .moi" ,,. :$3', "`,y?,2 '34,1,i""*'-''': tk i',1,-'� .10.k '..?`t./.4",r4 1.'",;L,\—_,'.... ..-... .—.._.............. 001536 001901 I OR BOOK PAGE ...40 WILSON • MILLER • BARTON • BOLL 8 PEEK, INC. ENGINEERS PLANNERS SURVEYORS 9393 AIRPORT-PULLING ROAD NORTH.NAPLES.FLORIDA 3394E-99E8 (913)843-4646 Pelican Bay Improvement District 20' Drainage Easement #9-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 29'-36'-58" East 1076.29 feet; thence North 61'-09'-46" East 26.86 feet; thence South 75°-29'-55" East 32.26 feet; thence South 35°-51'-27"East 32.50 feet; thence South 15°-02'-50"East 38.11 feet; thence South 22°-42'-22" East 100.40 feet; thence South 16°-59'-11" East 148.43 feet; thence South 09'-40'-45" East 44.67 feet; thence South 11'-30'-14"West 24.92 feet; thence South 46°-40'-52" West 35.27 feet; thence South 80'-54'-24" West 45.22 feet; thence North 64°-29'-55" West 16.43 feet to the POINT OF BEGINNING; thence South 32'-46'-SQ."..-West--32.53 feet; thence North 50'-3654/ s "(C eet; thence North 57.-4t 5 ,...�r1es�.. t; thence North 32/, 758"'5B" East 333. f�'e ; thence South 35 - 'x-08" East .36 fe t�l;' thence South/t4 9'-55" East 19.82 fe.'t t the Point of Beginning of, thcel her-eii _sie cribe.; parcel contains /15 cr s ore• least bearings are based .the' t-e -ne f said Parcel "D", as being South 1�8'- ' 1':t. WILSON, IUTZER, P B Reg an Engineersi d r BY -,',..:A14147:-......... DATE"i -• ph•,1Boggs - "1 3516 No valid un-lees embN a .e.�P .fe nal's seal. W.O. 9415.'`,t-:-.'„,* •. ' ;' �✓T- �"- Ref 4L 640: aheet•4 . .(JP:kjd esmt 9-12) Date February 7,_•1990 1 ( i • i • i t 1 ) 1 1 1 1 I,pwIBIr-A" P AYMONC W.W.LEP-PE •'U..IAM L BARIC':.PE. !•.h.as R PEEK.PE.P_ WLEILA..CH STANZEN.PLS. :.-.....PCP=N,ECNNEVEP P£, BENJAA,W C PRATT.RE.PLS.•CAR.K W-.PLS.•FERMIN A QAT.PE.•JOFW E.POJlWELL PLS.•64RY L DP1.CA,CPA•ALAN C PEYNCLCS.AJCR Fat Myr..Fond•(813)337-4811 ' " 't re '4 �stali' t n,'h ba4.1-'444,',..44F,i ' '�'I'tZ1 " � ks{ .-1r � I ti 53^'x r4+� '"^ 11'1'1%....,;x13-11'140i=1:'-e-,-.:T p �y� s'{4 s r .:Tto`" " . 4 F t-w.ir ^ 4,1.1 w...,—..171'.1"'r,,,".",';YI 1-g x ,^y _ Effaummusomaggsw 00.1536 00190.2 I. OR BOOK PAGE ...9WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS. PLANNERS SURVEYORS 1363 AIRPORT-PULLING ROAD NORTH.NAPLES.FLORIDA 3394e-99ee 1813)843-4545 Lake '26" Easement Pelican Bay Improvement District Drainage Easement Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25. inclusive of the Public Records of Collier County, Florida; thence South 29°-36'-58" East 1076.29 feet to the POINT OF BEGINNING; thence North 61°-09'-46" East 26.86 feet; thence South 75°-29'-55" East 32.26 feet;. thence South 35°-51'-27" East 32.50 feet; thence South 15°-02'-50" East 38.11 feet; thence South 22°-42'-22" East 100.40 feet; thence South 16°-59'-11" East 148.43 feet; thence South 091-40'-45" East 44.67 feet; thence South 11°-30'-14" West 24.92 feet; thence South 46°-40'-52" West 35.27 feet; thence South 80'-54'-24" West 45.22 feet; thence North 646-29'-55" t .2 feet; thence North 35'-03'-Q8 , et; thence North 20 � est 7. E'eg ,� thence North 25°730. -57" West 50.70 e_; thence North l 'VVf-19" West 46.32 f t; thence North 6° ' 3" est 53.05 fee ; thence North 06° 45 "l17. 2 fee ; thence North� O1 07'-44 0a- 41.93feet; to the Point of Beginning oc t el " :' " .-. parcel contains 0 m r 1=ss earings are bas.d on hey o = l lot i = o said Parcel "D", as being South 1:!",P ' O as-y/ , WILSON ,T,ERi `• , SOLL & PEEKS p Reg EnMIgineers an d Surveyors BYPil�`� ' `.N2A' •� DATE '//f D ph` Bggs . P.t-� 3 ' ?. Not slid unless embossed wit -the-Professional's seal. W.O 9415 ' Ref L 640,ssheet 4 (JP:mrs Lake 26 esmt) Date: ;rFebruary.1, 1990 ' 101151T"A" RAVMONO W MILLER•PE. WU JAM L BARTON.P.E. T+OMAZ R.PEEK.P.E.PLS WtBUP M.OHP4TIACGEN.PLS O.SFOPO M.SCJ•MEtEF.FE. BEN a.mw G PRATT.PE.PL8•OARL K EOLL Fax.•PERKIN A.OIAZ.PE.•.JOHN E.BOUTWELL.PLR•GARY L OA NCA.ORA•ALAN R REYNOLDS.A.[LP Port Nyrw.Roritl°99131337-41311 ilµ.-, _ ',.[ 3} �+A't�i',, +t {fifers s L r +!•. -�zT I �. x 3-':t4�Y.G! t ti•t k ifi y,.. r ,C.,L y h r L 001536 001903 ° OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. ENGINEERS PLANNERS SURVEYORS 9383 AIRPORT FULLING ROAD NORTH,NAPLES.FLORIDA 33842-998D [8131843-454s Lake 27 Easement Pelican Bay Improvement District DrainageEasement Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 03°-53'-31" East 1080.34 feet to the POINT OF BEGINNING; thence North 53°-48'-57" East 42.69 feet; thence North 83°-08'-17" East 30.93 feet; thence South 39°-26'-15" East 55.03 feet; thence South 20°-02'-29"East 52.57 feet; thence South 26°-55'-50" East 45.55 feet; thence South 41°-47'-51" East 52.25 feet; thence South 31°-36'-47" East 28.57 feet; thence South 05°-28'-34". East 42.31 feet; thence South 09°-20'-53" West 104.24 feet; thence South 16°-50'-07" East 32.72 feet; thence South 36°-31'- 4. :444,---i feet; thence South 32°-4 --(�4tS5 .a `-feet; thence South 57°7 ‘74.;.9A-East-9- . I-0 ; thence South 50 , r•.46" East 70.49 e thence South 1° '-40" East 35.95 f t; thence South/03°� '--5d West 68 84 fee thence South/687?-354.41Z Wes 9 7 fee • thence South 43P -23'-55' .:Wee 21.28 feet thence Sout 21°- -1 ^-_ r`N,A . thence Sou . 4 -.3 5i" e= •• • f ; thence Sou , 6 0' 39°" 'e. .74 a t; thence Nor 7s �j .6.82 ; thence Nort A °- 5'-48" West 21140 et; - thence Nort '5 -17'-03" West 37: 0 f et,;; thence North ° 50'-21" West 40p ;., eet thence North 5.'-00" West 26 fee North 6 '.- � 39" West 30.25_.; thence North 37 r`33" West 36 e ; thence North 00°- '- a -eet; thence North 29°-57 sY16eet; thence North 02°-21'-25" est-20.61 feet; r thence North 38°-26'-59" West 173.46 feet; 1 thence North 25°-54'-31" West 43.33 feet; I thence North 41°-38'-46" West 56.16 feet; ' thence North 22°-21'-34" West 45.97 feet; thence North 10°-18'-52" East 53.90 feet; thence North 23°-36'-14" East 59.57feet; thence North 106-50'-32" West 60.50 feet; thence North 04°-57'-38" East 49.07 feet; thence North 22°-27'-12" East 29.88 feet; to the Point of Beginningof the parcel herein described; parcel contains 3.28 acres more or less; bearings are based on the northeasterlymost line of said Parcel "D", as being}} South 18°-02'-00" East; WILSON g4KILLER,;,BARTON, SOLL & PEEK, INC. Reg Er`iginebrs and. Land Surveyors t ' �`� I Bi!.A �, ✓." DATE 3/66fho , hi ,Boggs, P.,/f#3516 if Not alidunless''embossed with the Professional's seal. O 941• 5 L�AWIBIT Ref: %4L640 sheet 4 (JP:mrs lake 27 esmt) s Date: February 1, 1990 RAYMOND I.N.MILER PE. WILLIAM L.BARYON.P.E. TMOMAB R.PEER.P.E.PLS VlLBUR\1.CMRfTIANSEN.PLO CrGRG A._FINEYER PE. BENJAMN C.PRATT.PE.PLR•CARL H SQ. PLO.•FERMN A.OAZ RE.•.OiN E.BOUTWELL P.L.S.•WRY L DANCA CPA•ALAN O.REYNOLDS.AIf.P. Fore Myers.Florida!BIM 337-4B11 , .y ' 1..,",--444.Q..:;--;-- "*.„..,,, 74A h , ,��+�- ,,q +'yi j47;�1'•I -5:0. 'kfrrY 4+ iIA-n "fir-}L j> r s �,.c ��, t r s"" "Jy frau E3;" -i9.,r. . F: ..,,::44..p .,tib dc.„ -;ita:=rr-. i`Fu L R ' • 001536 001904 t OR BOOK PAGE o ;`--a WILSON • MILLER • BARTON • BOLL & PEEK, INC. 4 ,. ENGINEERS PLANNERS SURVEYORS - 1393 AIRPORT-F1.J..UNO ROAD NORTH.NAPLES.FLORIDA 33942-9988 (1313)643-4545 Pelican Bay Improvement District 20' Drainage Easement #6-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 03°-53'-31" East 1080.34 feet; thence North 53°-48'-57" East 42.69 feet; thence North 83°-08'-17" East 30.93.feet; thence South 39°-26'-15" East 55.03 feet; thence South 20°-02'-29" East 52.57 feet; thence South 26°-55'-50" East 45.55 feet; thence South 41°-47'-51" East 52.25 feet; thence South 31°-36'-47" East 28.57 feet; thence South 05°-28'-34" East 42.31 feet; thence South 09°-20'-53" West 104.24 feet; thence South 16°-50'-07" East 32.72 feet; thence South 36°-31'-24"East 37.58 feet; thence South 32°-47'-40" East ,,113-1.0 feet; thence South 57°-48'-59" $� - thence South 50°-36'-4 ' au thence South 71°-51'- a' 35.95 f thence South 03°-49,114^5553331 est 68.84 feet; ' thence South 68°-/15'a* " West 39.07 feet; thence South 43°- 3'755eEt�\,27,,;_2_8 fe. t; thence South 25 *55' 11 .we8t 34.13`Ee t; thence South 48°}'-43 35 Wes 2. e • thence South 667-40' ' 0 , thence North 72 -OA:. 6" e t o h P ONT OF BEGINNING; thence Sou h ' ° 04'_0 " +50.1 . f e ; thence North 'S a- .e 5L�eW .00 thence No ` °-04'-05" East 43 fee thence Sout °-01'-16" East 20-10 ee the Point of Beginning o \ parcel herein Icr b d parcel contains Q c es more. or less;/ bearings are based et northeasterlymd�s'f�],ine of said Parcel "D", as being South 18°-0 st; � , t WILSON, 'MILLER, BARTON, ?;.R.,_.1—:.:_r-,, 1 zE NC': Reg:::Engineers. rs and Land Surveyors ;, BY . DATE ?//�/7 p :Boggs,..P. #3516 No ;valunless id -embossed with the Professional's seal. t ; W.O. ':-..941:S,C Ref: 4L-640, sheet 4. (JP:mrs esmt 6-12) Date .February 8, 1990 . tapir"A" o AVMONO W Mt.LEP F9 WI,LNM L RA.TC^!.FE: C^AAS R,o-••FE..RLS. :•...tEUR M.C^WSTA^jSE`.FLC-. __.FCRC H.S^.•C`E'LER P.E. BENJ4MN c PRATT.FE.P.L.S.•CARL M.EQ.L P.L.S.•FERMN A.0IA2.RE.•JO-IN E.eQJTWELL.PLS.•GARY L MAW-A.CPA..ALAN Q REYNOLDS.A.C.P. Fors 4rMy".Fbide(813(337.4811 C �i +{. ! ..40-4.-4;41,,,ilt_tr,41., :.;,;oivmmi; ;:•:1;,. .:i,:.,_-, ,,,i_..i. . - . � ^"ryirr}iaw n hRa` .� , � v " Yy� r1"t' � :3 v �x4ta7 — _t go l 1 mwsnmammamimilii m 001536 0 0 I 9 0 5 e OR BOOK PAGE WILSON • MILLER •• BARTON • BOLL & PEEK, INC. ENGtNEERB . PLANNERS . SURVEYORS 1383 AIRPORT-RJLLNG ROAD NORTH,NAPLES,FLORIDA 33842.8856 18131 643-4545 • Pelican Bay Improvement District 20' Drainage Easement #10-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 03'-53'-31" East 1080.34 feet; thence South 22'-27'-12"West 29.88 feet; thence South 04°-57'-38" West 49.07 feet; thence south 10'-50'-32" East 9.21 feet to the POINT OF BEGINNING; thence South 10'-50'-32" East 20.00 feet; thence South 79'-53'-33".West 150.49feet to the easterly line of said Pelican Bay Unit Fourteen; thence along said easterly line North 09'-32'-05" West 20.00 feet; thence leaving said easterly line North 79'-53'-33" East 150.04 feet to the Point of Beginning of the parcel herein described; • parcel contains .07 acres more or less; . i bearings are:based on the northeaaterlymost line of said Parcel "D", as being South 18°'-02'-92,,- t."111., `, , COt,t WILSON,, MILLER, BART 5OI & PEERS`I T Reg Engineers and Land,Surveyors -. ? !J •S BY 4. ..of _.— DA I A. " -e J pJ -Bo gs,'P.�.r. 6 No valid unles . '... r.se•!w e r• ss' n 1's seal. WO. 9415 `' .. — Ref; 4L 640, =hee 4' (JP:kjd es. 10- 2) . Date: :February ' 990 a ' , .. E i -7' ( �c- I. • • Imierr'A" r tF R AYMONO W VLLER,RE. !!'..LIAM L DAPMON.P.E. TFYJmns R PEEK.PE.R.L.S. Y.tDL:R AL CNR.STWNSEN.PLS CLFFORO Ft CO e.ccER.PE.' OEN.I.MIN C PRATT.RE.RLS..CML N.BOLL PLC•FEPMN A.OIAZ.PE..JOHN E.BCUTWELL PLS•WRY L.[ANC A.CRF.•ALAN CL Ft-NOLCO.AACP. 111111 Fora Myra Floride 10131337-B11 NE ; rte "•°` 'K? i v� 1?r-A t rJ -. .1 1 P llY.�l`�'as`'i.f`� y •cif � 'F` y�+'it rl,��i q �ti.� ._ •.... ',y! r_S•l. ol!,,_<1. ZT 1! .(igr_y f 4 r r ��;`,1 Gfi3 .. ;A —,. ate'g tea; l 111111111 e ((1�01536 0019cr0�F6 e. WILSON • MILLER •• BARTOIIPA�HOLL & PEEK, INC. S PLANNERS SURVEYORS 1383 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 3394E-59BB 1913 S43-4545 Pelican Bay Improvement District 20' Drainage Easement #7-12 Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier.County, Florida; thence South 03°-53'-31" East 1080.34 feet; thence North 53°-48'-57" East 42.69 feet; thence North 83°-08'-17" East 2.15 feet to the POINT OF BEGINNING; thence North 08°-12'-39" West 371.53 feet; thence South 86°-15'-53" East 20.44 feet; thence South08°-12'-39" East 367.77 feet; thence South 83°-08'-17" West 20.93 feet to the Point of Beginning of the parcel herein described; parcel contains .17 acres more or less; , bearings are based on the northeasterlymost line,of said Parcel "D", as being South 18°-02'-00" East. WILSON,`MILLER, BARTON, SOVL-A EZ_,U Reg Engineers and Lan. (, ' BY - ✓�_I.' DATE ., /• :Bogg'r P. 7#-__" ,. t. 1., '''•0 No valid unlesse1po .ems, w' >. - - ._ ...l's seal. W.O. 9415 n Ref •:4L 640,: hee 4 I, I• s,. 7- Date: February I,,1 , - 0 "" .+ �: „. ;+- '., c 7" '� l 7 laIT_A" • PGVMp,yp W MLLEP,PE YALLIAM L SAMOA!.OE. *P-'C`w^a P PEEK.PES PLS. :YiLEILIR Ai CHPtTPNEEN.PL=. C_FPCPO H.SCF0 GGPR P.E. BENJ4AW C PRATT RE.PLS.•CARL 1160.1.PLO.•PERON A.rye,,PE.•JOHN E.BOJTYVELL PL.9..GARY 4 CANCA.CRA•ALAN O.FEYNOLO6.AICD. Fort I �lMyra.Florid°{813337.4811 1 �' " �_. . ,,} .,,..„1„.:.0,r.,_,—,,,„, i r'La bL-,,rte t. . RR y k4 y. I r 1 I �r - t'- •rr ' 4K1y , ir-: 1 miT4r y ;x � y(.-w, . frt �' 1.,tq � rSCaR' gaArl -., .,,:::.:0, „ , „,:cR` - .-.,>, - 3- ........�...._... .... ... 001536 001907 OR BOOK PAGE �s WILBON • MILLER • BARTON • BOLL &PEEK, INC. ENGINEERS PLANNERS SURVEYORS 1383 AIRPORT-PULLNG ROAD NORTH.NAPLES.FLOROA 33842.SEE6.(913)043-4540 Lake "28” Easement Pelican Bay Improvement District Drainage Easement Commencing at the northeasterlymost corner of Parcel "D", Pelican Bay Unit Fourteen, as recorded in Plat Book 16, pages 23 through 25 inclusive of the Public Records of Collier County, Florida; thence South 12°-25'-19" .East 426.87 feet to the POINT OF BEGINNING; thence South 73 34'-58" East 47.73 feet; thence South 62°-59'-09" East 43.92 feet; thence South 32 21'-21" East 45.24 feet; thence South 09'-58'-40"East 37.30 feet; thence South 07°-25'-45" West 25.86 feet; thence South 29"-38'-22" West 25.47 feet; thence South 16'-57'-58"West 35.31 feet; thence South 33°-08'-11" West 27.06 feet;. thence South 50°-49'-17" West 46.05 feet; thence South 58°-12'-31" West 53.11 feet; thence North 86°-15'-53.=West--58,.30 feet; thence North 57°-2.11=1 e�t,' �. Q .deet; thence North 38°_722,'N2 .. Wentrfeet; thence North 077,7(5r 2" West 29. tome thence North 20i '-18" East 21.33 det, thence North 31 -427',. .9^,East 26.60 f t; . thence Nort 127=5y ,'-16" East--a.j6 feet- . thence Nort 15'-2 ` ." eft . 3 thence Nort 3�,° a e . thence North 5" `3� S �W thence Nor h ° 27: 40" ESS % f t, thence No ° OAA 4 EE s 1 3.25 f t E . thence Nor 7 '- a .20 t thence Nor 2i°-39'-58" East 3 .13 este thence Nort 8 °-46'-34" East 5.. 1 e g the Point of Beginning of a arcel herein descr& I parcel contains 1. 'p', h es more or less;' /` bearings are based C e . ortheasterlrsno ine of said parcel "D", as being South 18° WILSON-, NILLER, BARTON, SO a�._P. E�-r—VIC. Req. EngineerssandLand Surveyors I: BY DATE .3 v ' ��^`�ep S Boggs, #3516 Not valid unless embossed with the Professional's seal. j WO9415' ` Ref i •4L 640, sheet 4 (JP:mrs lake 28 esmt) Ii Date. ..'February:7', 1990 I h stair•A. aAVMCNO W.MILER.PE. 'MWAM L.OAATON.P.E. TSyCMAS F.PEEK.PE.FL-. NIBUR hL CHPSTIANCEN.PLSCI.:FFORD H,S:J+NEiCER PE. BEN.A.lN C.PRATE PE.PLS.•CARL FL GOL.....,.....L PLS.••FERMV A.DAL PL.•JOHN E.BOUrWB.L P.L.S.•GARY L DEECA.CAA.ALAN Cl FEYNOIO&ACP ■■■ Fat Myers.Florida(a131337.4611 ,,_______ PE 5 R rw?a[ IY v. r ) ,Wig 3 1 T� BN t 1 .2 \`V�-�Aq�Oa4. .MAI �. L r ]4L_'n,- 'a ��?d"0{:i" 1TC 3, ( ,r-5 rt± .1 7 i AI L r 3,lily 5 irtt 1+yt 4• �/` .. gjiaciiii - •_.- 1 !''X'VP it67 a�..rt'i?Yr`�r',L.''[hfi=;'�'nNi�,.j r .. '�- _r u.. �. .. ., i{ �Z. x • ;y1vf ,� 'kr . fi ls�:} f.k l..s:..�..,._. .. 001536 001908 I. OR BOOK PAGE WILSON • MILLER • BARTON • BOLL & PEEK, INC. ..... ENGINEERS PLANNERS SURVEYORS ' 1393 AIRPORT-PULLING ROAD NORTH,NAPLES,FLORIDA 33945.5999 (13131643-4545 Description of a portion of Pelican Bay Unit Two (P.B. 12, pages 74-79) Collier County, Florida (P.B.I.D. Drainage Easement and Detention Area) Commencing at the northeasterlymost corner of Parcel P, Pelican Bay Unit Two, as recorded in Plat Book 12, pages 74-79, inclusive, of. the Public Records of Collier County, Florida; thence South 03°30'44" West 225.79 feet to the POINT OF BEGINNING; thence North 64°39'35". East 99.52 feet; thence South 85°20'25" East 40.35 feet; thence South 57°20'25" East 51.68 feet; thence South 20°20'25" East 66.02 feet; thence South 29°39'35" West 101.04 feet;. thence South 15°20'25" East 94.53 feet; thence South 00°39'35" West 69.31 feet; thence South 36°39'35" West 24.60 feet; thence South 51°20'35" East 534.27 feet; thence North 26°28'00" East 18.55 feet; thence North 44°25'58" West.--123.12..,feet; thence North 14°57'25",-WesV;I5S eti thence North 75°02' 5` > t ti �ei;y� thence South 14'57,J' east 221.73 t.� thence South 19°3.�1 O West 96.23 feet;t thence.South 2940' - " East 689.27 feet; thence South 60 19' West eet; thence North 29°49,'254'-Wb 7 04 e4t; thence South 1°3 ,1: " W 3 thence 'North 219°40' ' e 1 f =t, thence North 00°? ' S" alt 18 0 =i ;` thence North °4 ' S" e t 8 6 feet : c..,, thence South 4 ° �A-wst-Y .1 fee-, thence North 3 '15" West 180.6 €eet thence North 2 8' 59" West 335.51 eta y� thence North 75° ' 5" East 120.79 et4 IQ thence South 77'4i11-1. " East 118.95 few'• ast 44.44 feet thence North 26.2:'411", ,��, thence North 51°20 'Y7 t 37,,..8.9 6 r thence South 36°39'3 Vie ;41�c e 4 thence South 60°39'35" "_= 4g- -f4et; thence North 29°20'25" West 35.00 feet; thence South 60°39'35" West 76.00 feet; thence South 09°20'25" East 70.80 feet; thence South 17°39'35" West 52.79 feet; thence South 83°39'35" West 35.91 feet; thence South 44°39'35" West 109.57 feet; thence South 25°39'35" West 60.40 feet; thence North 85°20'25" West 42.44 feet; thence South 59°39'35" West 181.24 feet; thence South 45°40'00" West 62.38 feet; thence South 35°20'35" East 99.45 feet; thence South 00°15'11"West 76.33 feet; thence South 41°54'37" East 113.73 feet; thence South 48°40'14" West 400.58 feet; thence South 01°12'.18" East 64.34 feet; thence South 74°48'57" East 119.33 feet; thence North 48°52'27" East 34.55 feet; thence South 81°45'39" East 81.52 feet;. (continued on page 2) IHI81T_"Aft ••.LE=.RR .••,..,..A L SART._..RE •__:•n=P REEK.PE. ':.LMITI:•.=PRET,`,E.E•I.P_=. __r'.CPO v.E_Y:•;ECER,R_. BENJAINN C PRATT,PE.RLS•CARL N.6D.L PIS•PERM.,A.DIA2.RE.•.10.IN E BOLRWELL PL.9.•WRY L DANCA GRA.•ALAN 6 REVNOLD9.PICA Fort Myers.Florida(913(337-4611 g IrF s �r .,::r.,,.e '� 1'l�'e��y t1i'rt 2 3ir M++ ..•krt^'(: 1 �.y I 1'r I` env o. - �Y i',i,',tri i l{ }i , �>• I, sj r �,,-v.;.;.--i,1.-,--,f,�. ll stiz rS1 - yl t , 'I P�1,� i'nj, a"f •Ff•t:y t{xkl�.^C�" jti* h ,'_ _ ' ; ft, t-„ :?S Y+P.. t?}'G` t-,..,edIci,E j ,`,: ft.;-11:,,,:, 001536001909 OR BOOK PAGE - WILSON•MILLSR•MART'ON•SOU.O RUSK,INC. a Description of a portion of Pelican Bay Unit Two (P.B. 12, pages 74-79) . Collier County, Florida (P.B.I.D. Drainage Easement and Detention Area) (continued from page 1) thence North 61°56'04" East 48.79 feet; thence North 77°35'17" East 173.24 feet; thence South 53°19'55" East 105.94 feet; thence.South 14°29'21" East 119.90 feet; thence South 15°20'30" West 88.93 feet; thence South 31°11'40" East 98.21 feet; thence South 05'44'55" West 113.25 feet; thence South 50°00'08" East 83.22 feet; thence South 34°03'25" East 107.19 feet; thence South 09°16'55" East 77.07 feet; thence South 67°09'50" East 239.29 feet; thence North 07'32'47" East 96..,. feet; thence North 71°37'45" Ras ; 7 ; thence North 55°55'35'rE s 4a ; thence North 10°55'3' �E st-113.14 , thence North 55°54' /last 63.16 feet, thence North 83°213' • East 169.11 feet; thence South 34°/04' -East 402.16 ¶eet to a int on the boundary of PelticaiIMY-Mat iie ah'j i fcordec i Plat Book 12, pages 47 throuth 5.2 inclusi .e o saidtPublio Re ords; thence along s id bun O ' 5 °55'35" West 480.00 feet; thence along s id(bo n•- i •ne, S•ut :2 °32'25" East 20.54 feet; \......_,,,, thence South 8 '51" West 133.48 eet; thence South 225" East 179.69 et; thence South 49OW 3" East 139.81 t•. thence South 39° " West 81.06 fe t',) u thence North 47 0 t19 est 40.16 feet• , thence South 60'55 90.59 ,\ thence South 83°29'4 W i.. f;�e,' / thence South 35°46'14" 'We ;4i5 het thence South 20°32'25" Easst8:85 feet; thence South 51°00'21" East 41.60 feet; thence South 63°54'13" East. 110.68 feet; thence North 59°09'18" East 59.65 feet; . thence South 48°36'46" East 75.77 feet; thence South 37°27'16" West 93.37 feet; thence South 51°30'15" East 57.74 feet; thence South 35°46'11" West 43.36 feet; thence South 25°10'37" East 69.16 feet; thence South 75°02'57" East 32.33 feet; thence South 23°42'34" East 53.66 feet; thence South 12°32'40" West 92.08 feet; thence South 28°28'23" East 38.60 feet; thence North 81°02'03" East 96.86 feet; thence South 33°53'06" East 213.05 feet; thence South 21°30'25" East 79.68 feet; thence South 42°19'41" West 106.18 feet; thence North 71°06'09" West 86.60 feet; thence North 71°52'28" West 212.23 feet; (continued on page 3) iI ± Ieir"q" 'i 'F { AY */.1,-17:.:,, ,-`.�1 ' -t r..CI l�'y�,yt 5!.]'S4 Ptt»sPu )fe r i ji a v F tp ' , 7 ''s v �#;(•i�M1„2§�� 7 r i 1," `k S''�I•+' r',i•�f Ft r F.,t, MEM 0 0 I 5 3 6 001910 46 . OR BOOK PAGE WILSON•MILLS=•MARTON•SSU.a MIK.INC. 1 • Description of a portion of Pelican Bay Unit Two (P.B. 12, pages 74-79) . Collier County, Florida (P.B.I.D. Drainage Easement and Detention Area) (continued from page 2) thence North,03°44'01" West 93.57 feet; thence North 85°.36'01" East 127.59 feet; thence North 26°00'41" 'East 17.65 feet; thence North 49°57'09" West 25.84 feet; thence North 76°05'00"West 61.68 feet; thence North 62°59'01" West 105.95 feet; thence South 17.°02'19" West 37.86 feet; • thence North 76°53'46" West 79.80 feet; • thence North 43°08'03" West 109.83 feet; . thence North 24°37'10" West 136.50 feet; . thence North 66°36'46" East 135.82 feet; . thence North 21°29'26" East 50.18 feet; thence North 15°04'25" West .42 feet; thence North 48°20'55es thence North 03°39' 8 a .--161;73 ; thence North 17°4¢,3 est 110.82 fe I t., thence North 07° 2",4�/ East 94.60 feet; thence North 67709',5.0".bleat 245.11 feet; thence South 1•5611 5L,�Wtest''8800.7-6-Wet to pont on the boundary of sd Pelican- . it On ; thence along e r .'. y fit One North 34°03'25" West 5 00 'fde-; 1 thence continue a. o- shi ou =_ g kl '' , ' 40°21'25" West 204.44 feet; li �� ,P thence contin ong sai' oun._ .A. , No• - '8'57" West 320.00 feet to ti right-of-way li of Pe ica Bay Boulevard; thence along s- fight-of-way lin .r help 9.54 feet along the arc of,a no -€- •ential circulaa ' = e cave easterly • having a radius • 140.00 feet throug` '(itral angle of 05°00'10" and being s ended by a ch• �ch bears North 12°25'10" East-99.51,4Z_�------' thence continue along ! ght..41 taline, North 14°55'15" • East 315.00 feet; ----=---'` thence continue along said right-of-way line, northerly 298.07 1 feet along the arc of a circular curve concave westerly having a radius of 1260.00 feet through a central angle of 13°33'14" and being subtended by a chord which bears North 0848'38" East 297.37 feet thence along ,a non-tangential line South 76°52'25" East 169.35 • feet; thence North 34°39'35" East 772.99 feet; thence North 03°30'44" East 140.42 feet to the northeasterlymost corner of said Parcel "P" and the Point of. Beginning; bearings are based on the easterly line of Parcel "P", as being South 03°-30.'-44" West. WILSON, MILLER, BARTON, SOLL & PEEK, INC. ` Reg. Engineers and Land Surveyors . BY ZJ��/, --d./. �.�- DATE 3//11/4 p. Boggs,• f• ;�P.L. 516 • No valid unle_ss;embossed with the Professional's seal. W.O. 9415 ., ••: Ref: 14L-640 (JSB:kjd pbid de and detention) Date: March 1, 1990 • {- - 11 HIBIT"A' w$T, �� 1 fit RE. . • • ; ,,,,.i f ..fit -• • ' . l'„ 11..:. { .:.-1,-.,;:''.':',' `-' • -.-.. ft' 'fI F+.s+. 'k S . 001536 001911 • OR BOOK PAGE WILSON '• MILLER • BARTON & PEEK, INC. • C , ENGINEERS PLANNERS . SURVEYORS . —' ' LANOSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS 9 - 1363 AIRPORT ROAD NORTH.NAPLES.FLORIDA 33942-9886 l 16131 64.3.4545 FAX 18131643-3719 t I i I Legal description of Pelican Bay Improvement District • Drainage Easement Commencing at the southeasterlymost corner of Pelican Bay Unit Two, Plat Book 12, pages 74-79 of the Public Records of Collier County, Florida; thence along the easterly boundary.in the following three (3) described courses; . 1) North 23'-42'-34" West 839.07 feet; 2) North 20'-32'-25" West 682.00 feet; 3) North 55'-25'-35" East 480.00 feet to the POINT OF BEGINNING of • the parcel herein described; • thence leaving said boundary North 34'-04'-25" West 82.64 feet; thence North 71'-59'-54" East 169.65 feet;, thence North 08'-06'-09" East 168.70 feet; thence South 81'-53'-51" East 30.00 feet; thence South 08'-06'-09" West 189.65 feet; . thence South 55'-55'-35" West 171.18 feet to the Point of Beginning of the parcel herein described; containing .35 acres more ; subject to easements and ron`)tf�Yecord. WILSON,.;MILLER•, BARTS ER, INC. . Reg Engineers .and a urveyors •BY._L�r e ��#1;-.7:- L • 7ep.o Bogs, Not valid unless TI• • P fe-_,i i a N' seal. • W.O •9415 2 Ref: :4LI,6,40Ishe .� of 9 (JSB:kjd ,ie rrt�„.) Date:, April 5, 19 d ?NZ./ i • • 1 pail,B1T„'A" • RAYMOND W AILLEFl.PE. •WILLIAM L BARTON.PE •THOMAS a PEER.RE.PL S •WLBLIR M CHPJSTIANSEN P L S.CLEFORO B SC•YNEOER.PE ALAN O REYNOLDS.AICP •ARLEN 0 WA-.TE.AICD•GARY L OANCA.CPA.FERN,N A CA2.PE .JOHN E EOUTWELL.PEG T•CMASR NCHOLS.RE •STEVEN GLIAAEN.CBC •BENJAJNNC PRA TT.RE.PEG•AALILH DOCASPL S..JAMES MCOEE.E I P••O II I III 1 C r.S f1 `� •TM I §� 1 7I0t 43' /�,I,a IIx .S"L •,Ct I�} ,`r p LF"7".CS .r'`��, LFAI#- L +,4Jr`!1 1 Ii :Y -: 3.t r1� S #t,{ �,„a7#�s #1i t0 v t`, i.'I.r s�-o- I,1 I e- 'S't Yi-yy�T� ' ,1�i'IM�.y�y,tt"-., r c 1I f K} -A • I ,g,;: r. 1 Y+S'h'Ji` ., .../ ..4-n.t. rti4s. , ".�: r .I/ AV-..,„::,', '--. .,i .-i` "''' :.Y. .__ ....+_..... 001536 001912 e OR BOOK PAGE .'% /, 4 .. WILSON •'MILLER • BARTON & PEEK, INC. i \ a ENGINEERS PLANNERS ' . SURVEYORS LANDSCAPE ARCHITECTS: . ENVIRONMENTAL CONSULTANTS 0 13133 AWPORT ROAD NORTH.NAPLES.FLORIDA 33942.998E 161316434545 FAX 18131943-871E3 Description of a 60 foot wide drainage easement in Pelican Bay Unit Fourteen (P.B. 16, pages 23-25) Collier County, Florida (P.B.I.D: Drainage Easement) A 60 foot wide easement lying 30 feet on each side of the following described centerline; Commencing at the southwesterly corner of parcel "C", Pelican Bay Unit Fourteen as recorded in Plat Book 16, pages 23 though 25 inclusive of the Public Records of Collier County, Florida; thence along the westerly line of said Pelican Bay Unit Fourteen and the easterly right-of-way line of Pelican Bay Boulevard, North 10°-32'-58" West 1088.49 feet; thence continuing along the westerly line of sad Pelican Bay Unit Fourteen and the easterly right-of-way line of Pelican Bay Boulevard, 21.87 feet along the arc of a circular curve concave northeasterly, having a radius of 1080.00 feet, through a central angle of 01°-09'-36".andn Ba y suhtended by a chord which bears North 09..°-58'-10" West 21 8t �o h POINT OF BEGINNING; thence South 88°- '' 8E ' et; thence North 89° '" East 8 ; thence North 8 ! -43" East 121.8 ,le • thence North 86 '-21" East 112.88 b et, thence North 74* O O3"-LEast 80,.7 fe t.; thence Nort 60 -577-.4.1! East M. 2 fee • thence North 54° 3'-43''1_.Eas 90. 6 feet thence North 56.0- - -r ,° 0 thence North 7�({ . 59 1R" a= 67 et; thence Nor I h 6199° 26,1 2 " - 06.132 et to, he easterly line of Parcel 67"11i. d •:.� =y. 0 jo t en and the Point of Terming '..w bearings are bas the westerly 14 o s id) arcel "C" as being. North, 10°-32'-58 . ; � sidelines of said = ent are to be ex de�3 r shortened to meet at angle points:An• 1 boundary yes, WILSON, MILLER, BARTON P J C1IONS Reg. Engineers and Land but: dr BY. .C/• `�lJ� j� DATE -¢/G/9� ep ..s;;Boggs, P.�i$/. #3516 Not valid unless embossed with the Professional's seal. W.O. 9415.2 Ref: 4L-693 (JSB:kjd 60' de pel bay unit 14) Date: April 6, 1990 ,,..,a vmul ti' ES COUNT-,o.:,lKock� i Am G.G1iE IP RAYMOND W MILER.PE .WLLIAM L BARTON PE •THOMAS P PEEK.PE.DES •WIBUR M C.+RGTIAr EN.PL 5.OLIFFOPGH SCHNEOER,PE ALAN D.REYNOLDS.A ICP •ARLENO WHITE.AICP •GARY L OANCA.CP A .FERMnI A DAZ.PE .AT.,E.BOLITWELL.PLS THO..iASR NCFOLS.PE.•STEvENJ GLNOEN CEO .BENJAMNC PRATT PE.PLS•PAULH OUK AS.PLS.JAMESL MCGEE.EI PKO "NM 5 51 r lei et-: ,'f { '''ei�,� :1.: �..1i y�,s w SC Y25 �1 YXti5 l �� , v HUMISTON I I �'- &MOORE 5679 Strand Court _ =rr=' ENGINEERS Naples, FL 34110 trAl 239-594-2021 -Voice COASTAL 239 594-2025 Fax ENGINEERING DESIGN AND PERMITTING May 5, 2015 MEMORANDUM To: Neil Dorrill From: Brett D. Moore, P.E. Mohamed Dabees, Ph.D., P.E. Regarding: Intended Beach Quality Assurance from Clam Pass Maintenance Dredging HM File No. 9-068a The purpose of this memorandum is to clarify the construction management requirements anticipated at the time of the maintenance dredging of Clam Pass in Collier County and the limited conditions to determine the acceptability of the beach fill placed on the upland beach areas within the authorized fill locations as a result of the maintenance dredging. The overall quality of the beach fill is an important byproduct of the maintenance dredging of Clam Pass. The quality of the beach serves multiple functions including sea turtle habitat, recreational use and upland storm protection. In each use, the intent and desire of the beach fill product from the maintenance dredging is to have clean sand compatible with the natural sand resource along the nearby beaches of Collier County and Naples. To this end, the requirements to be included with the technical specifications will remain in compliance with the requirements of Rule 62B-41.007, Florida Administrative Code to ensure that the sand placed on the beach is deemed beach compatible within state standards established by Florida Administrative Code. There are two potential scenarios involving the sand placement at the time of dredging. One may involve mechanical dredging operations depending on the status of the inlet, permit conditions, and availability for hydraulic dredging operations. Should the inlet be closed or very shallow, physical limitations of the regulatory permit authorizations may dictate the type of dredging operation to be followed.The development of the technical specifications will need to be adaptive to the conditions existing at the time of dredging as described below: A. Mechanical Dredging: For mechanical operations where sand placement is limited to areas upland of mean high water, the Quality Assurance Program to be administered as part of the construction operation will have the following limitations: Page 1 of 2 Sand placed on the beach will be monitored and tested in accordance with state requirements to ensure that after the sand is placed and graded, the sand material must meet the following limitations: Sediment Parameter Maintenance Dredge Cut Allowable Wet Munsell Value (referenced to the 2000 Standard) 6 or higher Maximum Fine Gravel 5% (Material passing 3A" sieve and retained on the#4 sieve, assumed to be shell.) Maximum Coarse Gravel (Material greater that 3/") 3% Maximum Silt Content (Material passing#230 sieve) 10% B. Hydraulic Dredging and Beach Fill: or hydraulic dredge and filling operations where sand placement is not limited to areas upland of mean high water, the Quality Assurance Program to be administered as part of the construction operation will have the following limitations: Sand placed on the beach will be monitored and tested in accordance with state requirements to ensure that after the sand is placed and graded, the sand material must meet the following limitations: Sediment Parameter Maintenance Dredge Cut Allowable Wet Munsell Value (referenced to the 2000 Standard) 6 or higher Maximum Fine Gravel 5% (Material passing 3A"sieve and retained on the#4 sieve, assumed to be shell.) Maximum Coarse Gravel (Material greater that%") 3% Maximum Silt Content (Material passing#230 sieve) 5% Project Technical Specifications will be prepared and the criteria above will be prepared in a manner that is consistent with the anticipated dredging operation either determined by site conditions or regulatory permit conditions at the time of construction.The means and methods of construction will be left to the contractor to carry out the work in as cost effective manner as practical while ensuring compliance with current technical specifications and regulatory permit conditions. Page 2 of 2 From: naplessusan©rcn.com [mailto:naplessusan@rcn.com] Sent: Wednesday, May 06, 2015 7:51 AM To: ResnickLisa; marymccauthtry@colliergov.net Cc: Neil Dorrill (neil@dmgfl.com) Subject: Fwd: compromise reached on silt content Hi Lisa and Mary, Please distribute ASAP to PBSD Board members as a one-way communication. Thanks very much. Susan From: naplessusan@rcn.com To: and c(r�,humistonandmoore.com Cc: bdm@humistonandmoore.com, "Neil Dorrill (neil(a dmgfl.com)" <neil@dmgfl.com> Sent: Wednesday, May 6, 2015 7:42:48 AM Subject: compromise reached on silt content Hi Mohamed, Thanks for the draft document. After you explained at the meeting on April 23 that the silt content of the sand, as measured after the sand was placed on the beach during the emergency dredge in 2013, did not exceed 5%,the consensus of the group was that it was reasonable to specify not more than 5% silt content in the documents for each dredging event and to leave 10%in the FDEP permit modification request to facilitate the issuance of the permit modification. On April 27 Mary Johnson and I independently wrote emails to our respective boards informing them of the above compromise and way forward on this issue. Your memorandum does not reflect the compromise made at the meeting. Allowing 10% silt content during a mechanical (emergency) dredge was not discussed during the meeting and is not acceptable for the beaches both north and south of Clam Pass. The 2012 FDEP permit issued to Collier County's CZM department specified that the sand silt content be no more than 5%. Thus the compromise reached at the April 23 meeting is consistent with the original permit. I would appreciate knowing why under PBSD's stewardship of Clam Pass we should allow up to 10% silt content on the beaches during a dredging event. Thanks very much. Susan ResnickLisa From: Henry Bachman [hl.bachman@gmail.com] on behalf of Henry Bachman [h.bachman@ieee.org] t: Tuesday, May 05, 2015 9:29 AM ResnickLisa Subject: One way communication Lisa, please send this one-way communication to Chairperson O'Brien. Susan, I have developed a serious infection in the ankle which will severely limit my availability for several weeks, at least. Consequently, I will not be able to attend the PBSD BOD meeting on Wednesday. I will have to leave it to you to give the Budget Committee report. I believe that you and I are pretty much in sync about the major issues; exceptional increases in operating staffing and salaries, unreasonable vehicle capital expenditures and unjustified sprinkler system capital expenditures. I am also not convinced that we need to increase the field management staff; I honestly believe that this is a solution looking for a problem. I am not sure if you intend to ask for Director input on committee assignments. If so, here is my input. I sense that many are not happy with me as Budget Committee chair and my insistence that most expenditures have to be economically justified - so you do what you think is best. I feel comfortable with either the WM or CB committees, but not with Landscape and Safety. I believe that we are seeing substantial mission creep into safety matters, which are not even referred to in the PBSD ordinance and which, I h'lieve, should be primarily the responsibility of the Foundation Henry Bachman h.bachmanOieee.org 239-325-9234 Telephone & FAX 207-776-8418 (c) 1