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Agenda 11/02/2016 PELICAN BAY SERVICES DIVISION Municipal Services Taxing & Benefit Unit NOTICE OF PUBLIC MEETING WEDNESDAY, NOVEMBER 2, 2016 THE PELICAN BAY SERVICES DIVISION BOARD WILL MEET AT 1 PM ON NOVEMBER 2 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 10/5/16 Regular Session meeting minutes 5. Audience comments 6. *Proposal for lake trial on phosphate control (25 minutes) 7. *Manatee protection zone (25 minutes) 8. Administrator's report (45 minutes) a. Update on beach renourishment b. Update on car carrier alternate site c. Update on street lights d. Update on the Bay Colony Drive drainage easement review e. Update on beach dune swale f. Bay Colony exotic removal/Lake 5-12 g. October financial report 9. Committee reports (20 minutes) a. Clam Bay b. *Landscape & Safety c. Water Management 10. Chairman's report (5 minutes) 11. Old business 12. New business 13. Adjournment *indicates action items ANY PERSON WISHING TO SPEAK ON AN AGENDA ITEM WILL RECEIVE UP TO THREE (3) MINUTES PER ITEM TO ADDRESS THE BOARD. THE BOARD WILL SOLICIT PUBLIC COMMENTS ON SUBJECTS NOT ON THIS AGENDA AND ANY PERSON WISHING TO SPEAK WILL RECEIVE UP TO THREE (3) MINUTES. THE BOARD ENCOURAGES YOU TO SUBMIT YOUR COMMENTS IN WRITING IN ADVANCE OF THE MEETING. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDING PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD IS MADE,WHICH INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS AN ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING YOU ARE ENTITLED TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE PELICAN BAY SERVICES DIVISION AT (239) 597-1749 OR VISIT PELICANBAYSERVICESDIVISION.NET. 10/26/2016 1:06:09 PM PELICAN BAY SERVICES DIVISION BOARD REGULAR SESSION OCTOBER 5, 2016 The Pelican Bay Services Division Board met on Wednesday, October 5, 2016, at 1:00 p.m. at the Community Center at Pelican Bay, 8960 Hammock Oak Drive,Naples, Florida 34108. In attendance were: Pelican Bay Services Division Board Bohdan Hirniak Ken Dawson, Chairman (absent) Susan O'Brien Scott Streckenbein, Vice-Chairman Peggy Pinterich (absent) Joe Chicurel Mike Shepherd Tom Cravens Dave Trecker Jacob Damouni Gary Ventress Pelican Bay Services Division Staff Mary McCaughtry, Operations Analyst Neil Dorrill, Administrator Lisa Jacob, Associate Project Manager Marion Bolick, Operations Manager Barbara Shea, Recording Secretary Also Present Jim Hoppensteadt, Pelican Bay Foundation Brandon Reed, County Legislative Affairs APPROVED AGENDA (AS PRESENTED) 1. Pledge of Allegiance 2. Roll call 3. Agenda approval 4. Approval of 9/7/16 Regular Session meeting minutes 5. Audience comments 6. Administrator's report (60 minutes) a. BCC approval of FY2017 budget b. Update on beach dune swale c. Update on street lights d. Update on cul-de-sac renovation e. Summary update on irrigation automation project f. September financial report 7. Committee reports (30 minutes) a. Clam Bay i. Additional bathymetric survey of Clam Pass b. Landscape & Safety c. Water Management 8. Chairman's report (5 minutes) a. Special board meeting: Monday, Nov. 21 at 1:00 p.m. 9. Old business (10 minutes) a. Monthly copper monitoring table 1 Pelican Bay Services Division Board Regular Session October 5,2016 10. New business 11. Adjournment *indicates action items ROLL CALL Mr. Dawson and Ms. Pinterich were absent and a quorum was established AGENDA APPROVAL Ms. O'Brien motioned that "paying overtime when it's raining" becomes an agenda item under New Business. After some discussion, there was no second to the motion. Mr. Dorrill commented that the PBSD Board is not a governance board and has no fiduciary responsibilities. He also commented that Collier County has strict payroll policies and that employee scheduling and supervision is the responsibility of management. Dr. Trecker and Ms. O'Brien disagreed with Mr. Dorrill's comments. Mr. Cravens motioned, Mr. Damouni seconded to approve the agenda as presented. The motion carried 8-1 with Ms. O'Brien dissenting. APPROVAL OF 09/07/16 REGULAR SESSION MEETING MINUTES Mr. Cravens motioned, Dr. Trecker seconded to approve the 09/07/16 regular session meeting minutes as amended. The motion carried unanimously. AUDIENCE COMMENTS Ms. Molly Moffatt commented on (1) increased noise in L'Ambiance as a result of the trimming and pruning of the sea grapes on Foundation property along the Community Center boundary with L'Ambiance, (2) unsightly tall grass/weeds along the entire circumference of the L'Ambiance lake, and (3) the drastic reduction of algae in the L'Ambiance lake as a result of the installation of aerators. Mr. Gerald Moffatt suggested the need for communication between the PBSD and community residents prior to a"hard pruning" at a specific community. Dr. Chicurel concurred. Mr. Dorrill commented that the PBSD will consider supplemental plantings along the boundary of L'Ambiance and the Community Center in 90 days if the increased noise level continues to be an issue. ADMINISTRATOR'S REPORT BCC APPROVAL OF FY17 BUDGET Mr. Dorrill reported that the PBSD FY17 budget was approved at the first budget hearing of the BCC without any objections. UPDATE ON BEACH DUNE SWALE Mr. Dorrill reported that staff is in the process of repricing a project to clear the beach dune swale in Bay Colony, and is also evaluating the need to obtain a U.S. Army Corps of Engineers' 2 Pelican Bay Services Division Board Regular Session October 5, 2016 permit. He will share pricing information at the November PBSD board meeting. Mr. Dorrill also reported on staff exploring the removal of Brazilian pepper encroaching on the lake east of the Trieste condominium. Ms. O'Brien restated recent comments by Mr. Sterk at the 09/28/16 Clam Bay Committee meeting which included (1) he commented that the dune swale is in better condition than expected, and (2) he observed that Bay Colony Association drains are clogged. Ms. O'Brien suggested that the Bay Colony Association be contacted and urged to clean their drainage equipment. UPDATE ON STREET LIGHTS Mr. Dorrill reported on his receiving preliminary construction drawings of the PBSD participation in the Waterside Shops/Artis-Naples improvement project, consisting of the installation of three new street poles with LED lights. UPDATE ON CUL-DE-SAC RENOVATION Mr. Dorrill reported on the ongoing cul-de-sac renovations. SUMMARY UPDATE ON IRRIGATION AUTOMATION PROJECT Mr. Dorrill reported that phase 1 of the irrigation automation project is substantially complete and it has been completed within the budget of$116,000. He explained that an additional $6,500 was needed for wiring repairs and maintenance related to this project. He reported that phases 2 and 3 are scheduled for FY17 and FY18, which will complete the replacement of the entire irrigation system throughout Pelican Bay. SEPTEMBER FINANCIAL REPORT Mr. Dorrill commented that the September financial report provided is preliminary; a final year-end financial report will not be available for at least a month pending year-end adjustments and journal entries. Mr. Cravens motioned, Mr. Streckenbein seconded to accept the September financial report. The motion carried unanimously. COMMITTEE REPORTS CLAM BAY Ms. O'Brien provided an update on Clam Bay. She commented on (1) the mangrove die-off acreage in Upper Clam Bay has not increased significantly based on Turrell Hall & Associates' field work, (2) Turrell Hall & Assoc. will continue to monitor the mangrove die-off area on a monthly basis for at least another six months, (3) the new osprey platform has been installed, south of the Marker 36 Restaurant, and (4) her observations of Earth Tech, our environmental consultants, doing a"great job" in performing Clam Bay monitoring activities during the last six months. ADDITIONAL BATHYMETRIC SURVEY OF CLAM PASS 3 Pelican Bay Services Division Board Regular Session October 5,2016 Mr. Dorrill reported that the most recent bathymetric survey of Clam Pass was completed in June 2016, and that our coastal zone engineer Mr. Dabees recommends a bathymetric survey be completed in Spring 2017, the one year anniversary of the Clam Pass dredging event. Mr. Dorrill stated that the Clam Bay Committee has requested an additional survey be completed in December, to be included in the 2016 Clam Bay annual report. The PBSD budget includes funding for only one bathymetric survey in FY2017. Mr. Hoppensteadt commented on hearing resident concerns on the condition of Clam Pass. Ms. O'Brien suggested approaching the County for additional survey funds. Mr. Dorrill stated that he will explore obtaining additional funds from the County when he meets with Mr. Casalanguida, Deputy County Manager, on Oct. 28. LANDSCAPE & SAFETY REPORT Dr. Chicurel reported that the Landscape & Safety Committee met on September 26 and the following items were discussed. 1. Mr. Dorrill updated the committee on his progress to secure a site for car carriers to load and off-load cars of PB residents and tenants. It is illegal for car carriers to park and/or stand on Pelican Bay Blvd. or any county road to off-load or load cars. 2. A tree canopy survey should be ready in November indicating where trees are blocking street lights from adequately illuminating the road. 3. Establishing a U-turn lane opposite Oak Lake Sanctuary on Gulf Park Dr. was discussed. 4. After a resident presented his account of his accident and injuries due to the presence of raised cobblestones on Pelican Bay Blvd., a discussion followed which included, (a) the original intent for using cobblestones, (b) various requests to remove them, (c)the removal of the cobblestones by the PBSD at the San Marino crosswalk as a result of noise created, and (d) Federal guidelines on where to use and not use cobblestones on roadways. Staff will research the process and cost of removing cobblestones from the remaining three crosswalks on Pelican Bay Blvd. and report back to the committee for further action. 5. Mr. Shepherd volunteered to begin developing a list of"expectations" for the PBSD Operations staff to follow as they perform their maintenance duties. It is the committee's expectation that this list will help guide staff and ensure that maintenance work will reflect the community's desire for a consistently clean, beautiful, and well maintained landscape and hardscape. It is also hoped that any issues present in the community will be recognized because of the expectations delineated in this list. 6. Mr. Bolick reported on current projects underway. Mr. Dorrill provided an update on his recent meeting with the administrator of the Covenant Church of Naples concerning a car carrier off-loading site. She is supportive of the PBSD request and draft license agreement, and will recommend approval of the request to the church's senior leadership. Mr. Dorrill reported that once an agreement has been reached with the church, the Sheriff's Dept. has offered to assist with education of Pelican Bay residents on the new car off-loading site. 4 Pelican Bay Services Division Board Regular Session October 5,2016 WATER MANAGEMENT Mr. Cravens commented on the need for analyzing the different PBSD algae treatments to determine the most effective and/or most economical type of treatments. He provided a slide presentation of PB lakes with surface algae and noted that additional photos will be taken 30 days after the lakes are treated with different types of algae treatments. He also reported that (1) eight new aerators have recently been installed in PB lakes and are now operational, (2) Collier County is in the process of repairing PB storm water drains, as reported to them by staff, and (3) the next Water Management Committee meeting will be held on October 20 in the PBSD office. CHAIRMAN'S REPORT SPECIAL BOARD MEETING: MONDAY, NOV. 21 AT 1:00 PM Mr. Streckenbein reported that a single topic special meeting of the PBSD Board has been scheduled for Nov. 21 to review and discuss the findings in the final report of the ad hoc Cost Saving Strategies Committee. Mr. Streckenbein complemented the Pelican Bay Foundation on the quality of the information contained in the Pelican Bay Post. OLD BUSINESS MONTHLY COPPER MONITORING TABLE By consensus, the PBSD board agreed to direct staff to update the copper monitoring table on a monthly basis. This table shows monthly copper readings at nine test sites in Clam Bay. NEW BUSINESS Mr. Cravens reported on his attending a meeting on "sustainable beach erosion control" and distributed brochures on this issue. Both Mr. Cravens and Dr. Trecker expressed their disapproval of these beach erosion control techniques. ADJOURNMENT The meeting was adjourned at 2:40 p.m. Scott Streckenbein, Acting Chairman Minutes approved [ 1 as presented OR [ ] as amended ON [ 1 date 5 Agenda Item#8a Page 1 of 6 COLLIER COUNTY BEACH NOURISHMENT PROJECT METHODOLOGY DEP PERMIT 0222355-001-JC Mod(012-JN) USACOE Permit SAJ-2003-12405 Mod(MOD-KS) COLLIER COUNTY PREPARED BY HUMISTON&MOORE ENGINEERS FEBRUARY 2016 This report by Humiston & Moore Engineers (H&M) presents the analysis of a monitoring survey, conducted in January of 2016 used to estimate the immediate future sand renourishment requirements based on the design beach width standard established prior to the 2005/2006 project. This monitoring survey was conducted by Sea Diversified Inc. (SDI) between January 11th and January 26th 2016 subsequent to the December 2013 and 2014 truck haul renourishment projects for the Collier County Beach Nourishment Project. Vanderbilt and Pelican Bay beaches were surveyed prior to a storm impacting the area on the weekend of January 16th and 17th while the beaches south of Clam Pass were surveyed after the storm. In order to document the impact on Vanderbilt and Pelican Bay beaches, a wading depth survey was conducted on February 13, 2016. Project limits for this report were based on the monument range information provided in second and third columns of Table 1 derived from the 2005/2006 nourishment project fill template. Table 1. Project Monument Range—Design Standard Project North Limit South Limit Design Area of Project of Project Standard Beach (Monument) (Monument) (Ft) Vanderbilt R-22 R-30.5 100 Pelican Bay R-30.5 R-37 100 Park Shore R-48.5 R-54 85 Naples R-58A R-79 100 A Design Standard beach width and a corresponding fixed baseline were established prior to the 2006 project. The Design Standard for the beach width from the baseline is shown in the last column of Table 1. The baseline was set at the seawall, edge of vegetation, building line or equivalent, at each monument. The beach width was determined by the distance from the baseline to the mean high water elevation of +0.33 NAVD (+1.61 NGVD) at each DEP reference monument. 1 Agenda Item#8a Page 2 of 6 '—'I''''''"=-"------------------- -'..,...._.._._.,,:«. ------.L.b .,.,., _.w.._ .. ,_3 ^are.'_..„ s,".....,.,' £ ' F 3 . • w 4',rr i, iiii, a ' >^1 4. f.j., a 1414 ♦,i r . R-33 ; '�: *AI A :11.0.' ' 7. • , �. �: R-35 .:., = t w • *1..„.,1."..t'-.), I e .f'r`••■y&ti* Y y • R-36 i.'' fr p j R-37 - t:•'- i If 3"•' • _� Fat(,{ R-40 1 Y :` • ,.,. . i':' 4445 Y.551,41-t410: 1 n > &M()ORE • t'i;;r • ,s,. �' i.,r' ( ENGINEERS - a I COAST/4 r n 4 •I [I:GlrIEIPING DIS Gil L.,,--7.,,,,7'-,ya.T,+,f,.,....:?-^.,"KT.f."_Yahifsrl?'i, -Cer,.M,v mr,,rM- - ._....._.... Agenda Item#8a Page 3 of 6 PELICAN BAY BEACH WIDTHS* Feb. 2015 Jan. 2016 R-31 131 ft. 123 R-32 129 119 R-33 105 102 R-34 95 94 R-35 94 83 ; R-36 90 81 R-37 95 102 R-38 104 102 R-39 110 107 R-40 125 115 R-41 193 146 * Width is from R marker seaward. The R marker is often 10-20 feet behind grass-covered dunes. Agenda Item#8a Page 4 of 6 Projected Sand Requirements 7 43 .c c aro Qy m m u m r b,yti? a �; �, E Po Q ro o Q 4w h N e iii ro 0 n O L. q 41n U 0 0 6 vl ` Q 'y e Column# 4 5 6 7 8 9 10 11 12 13 'o W "Fill Weighted 1/2016 Width "'2016 Net Upland Total Project Projected 4 0 FDEP Effective 3 Year Beach less Advance Advance Volume Volume Volume Beach M Mon. Distance Erosion Width Des.Std. Volume Volume Loss-Feb. Req'd Req'd Width (Feet) (CY/3 Yrs) (Feet) (Feet) (CY) (C)9 (CV) (CY) (CY) (Ft) R-22 145 -506 105 5 173 -333 -182 -514 120 R-23 1,013 -3,533 107 7 2,037 -1,496 -1,268 -2,764 116 w R-24 1,070 -3,732 112 12 3,210 -522 -1,427 -1,948 119 4Y o R-25 1,033 -3,603 98 -2 -693 -4,296 -2,053 -6,349 116 m R-26 989 -3,449 117 17 5058 1,609 -2,611 -1,002 -30,577 120 a ' R-27 1,095 -3,817 98 -2 -584 -4,401 -2,795 -7,196 123 R-28 1,026 -3,577 108 8 2,203 -1,374 -2,530 -3,904 122 R-29 942 -3,286 109 9 2,289 -997 -2,781 -3,778 124 R-30' 1,033 -3,603 113 13 4,033 ' 430 -3,550 -3,121 123 1 R-31' 1,022 -1,676 123 . ..�£ 23 6,964 5,289 -3,584 1,704 ro R-32 1,012 -1,659 119 19 5,869 4,210 -3,621 589 2.294 m M R-33( 1,022 -1,676 102 2 - 734 -942 -3,727 -4,669 115 '• rn R44 1,012 -1,659 94 -6 -1,911 -3,571 -3,759 -7,329 117 m (",' R-35 998 -1,637 83 -17' *5,186 -6,823 -3,950 =10,773 -33,921 118 R-36 764 -1,253 81 -19' -9,355; -5,607 -3,209 -8,816' 119 a R-37 264 -434 91 -9 =790 -1,224 -1,110 -2,334 118 R-38` 102 Notes c R-39 107 'Provided by CBI E ¢ R-40 115 "Based on the 2005/2006 Fitt Template E z R-41- 146' "'Based on the available volume seaward of the design beach width m U R-42• 53 between+4 NAVE)(2013 berm elevation)and the nearshore profile R-43 47 closure. R-44 438 -1,373 70 -15 -2,842 -4,215 -4,215 92 R-45 1,078 -3,379 84 -2 -571 -3,950 to -3,950 -12,514 94 s R-46 1,040 -3,262 82 -3 -1,087 -4,348 0 -4,348 95 a R-47 953 -2,989 104 19 4,505 1,516 1,516 1,948 m R-48 1,000 -3,136 96 11 3,567 431 0 431 t R-49 1,077 -3,376 90 5 1,910 -1,466 -1,466 -1,466 93 m r22 T-50 1,208 -3,787 115 30 12,884 9,097 9,097 9821 R-51 1,108 -3,473 97 12 4,197 724 0 724 n R-52 967 -3,032 86 1 244: -2,788 -2,788 96 -3,128 R-53 1,060 -3,322 96 11 2,982 -340 -340 97 T-54 729 -2,286 114 29 6,610 4,324 4,324 4,324 U-55 121 2 R-56 153 North of Doctors Pass T-57 167 R-58A 517 -2,248 40 -60 -11,363 -13,611 -13,611 112 R-58 790 -3,433 103 3 813 -2,620` -2,620 111 -8,701 R-59 1,033 -4,491 115 15 3,827 -664 . -664 118 R-60 1,081 -4,700 98 -2 -717 -5,417 -5,417 116 R-61 1,049 -4,559 138 38 11,463 6,904 6,904 6,904 T-62 1,015 -4,410 102 2 819 -3,591 -3,591 113 R-63 967 -4,204 113 13 4,292 88 88 -9,649 113 R-64 654 -3,713 91 -9 -2,433 -6,146 -6,146 113 T-65 804 -3,495 112 12 3,860 365 365 u R-66 813 -3,533 127 27 9,291 5,758 0 5,758 m is- R-67 805 -3,497 171 71 21,627 18,129 18,129 "'. R-68 810 -3,521 166 66 22,867 19,346 19,346 °' c9 T-69 805 -3,498 137 37 12,457 8,960 2 8,960 Q. 142,063 R-70 800 -3,479 133 33 10,824 7,345 8 7,345 R-71 803 -3,491 139 39 13,933 10,442 10,442 R-72 808 -3,510 170 70 25,349 21,838 m 21,838 R-73 814 -3,537 178 78 27,381 23,844 5 23,844 R-74 803 -3,490 187 87 29,526 26,037 0 26,037 R-75 795 -3,456 115 15 2,118. -1,339 -1,339124' R-76 799 -3,475 111 11 2,268 -1,207 -1,207 2,545 116 R-77 782 -3,399 119 19 4,099 699 699 699 R-78 659 -2,866 101 1 188 -2,678 -2,678 4,920 114 R-79 276 -1,202 89 -11 -1,040 -2242 -2,242 112 �_ __.___. �_ _. _-- _ - Grand Total_ _ 107.920 Agenda Item#8a Page 5 of 6 io 0 N m m m a) , N U a) _.. --_ m 00 O N m nX k ill 1,- 5 5 a) N N F- E CO c4 .� — m ,14 C 0 N o W 0 - Y f6 '.I 1 n Cr) C 4J ,-+ N N C - "0 ai h0 cE w OsTH -i 73 U ami 03 mtv) 0 m m U . Z CO N Ul L I ru , 2 E E CU qql� L) (.1) r6 > (D a) O t 0) - a a r a1 _ O I n. m O m 7 ED to ? O > �L.. �� 1] O u C R Q O Z � C N N m > Yrs 0 +'' aJ O U fl. L Ti L C G Q/ <+- a) .0 1yd O aJ = 00 U C - m L a) U M U Y 11-1. G aJ .0 7 'D22 iL C Ul N U 0 to fD C v E" .0 O N c > C F- o -� co n N c N w Q' p .n In f CL 0 6+ C U O C . c . E a C — .. C rl �p'' +L+} 03 c.J O ,OO U O c 'C @ 0 c .0 O _y U 0 i.i c ID 0 O / .J.. rt L •U 11 U v C U a) N 0 Q N i U W U c U V .. 0 ci �.l I_ Ca w � N ? 2 O O Q E N o o ¢ c t E N 1' +" C .. y v .n S !D U c CD c O c .Q N u C c �' (� 0 0 0 •-' CO c0 (n _ i >• t O N O b U m p = . > .c O a) O f' C u E V u Y v c N u CD O O t -D O 9 (0 c > U n3 0 ® a) v E N O CO l° n W = a) d NO ro N O O N D a) 4 = a) 11.1 PV 0.. O. In a a a_ V 2 La m > F o cc a in > a` 2 U 2 v) co > i- 0 Agenda Item#8a Page eae — �----- —- � q ri • } q \ q m »> m - 2• \ / 2 t 0 2 7 » o / c S 0 P1 m / ® / / £ \ x $ § $ 2 2 / o &§ f 0 \ _ \ \ } E \ J - _ { N , : o @ / Dc - _ \ f % E $ { E \ \ — \ \ \ - 5 - ƒ \ > .u° \ "1* \ % M \ = § 2 U 2 ( § > 5 § _ 2 \i { ± o { \ 72' ° ° 2 ° G = - \ / X- r e m » z 0 / \ / 2 0 'CO 2 ± / \ \ m Agenda Item#8g i II Page 1 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-October 31,2016 Operating Fund 109- FY 2017 (Unaudited) Assets Current Assets Cash and Investments $ 772,641.88 Interest Receivable 1,896.24 Improvements,Vehicles &Equipment 758,594.67 Due from Property Appraiser - Due from Tax Collector - Total Current Assets $ 1,533,132.79 Total Assets $ 1,533,132.79 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 25,405.63 Accrued Wages Payable - I Goods Received/Inventory Recv'd 51,007.76 Total Liabilities $ 76,413.39 Fund Balance Fund Balance-unreserved $ 707,757.41 Excess Revenues(Expenditures) 748,961.99 Total Fund Balance $ 1,456,719.40 Total Liabilities and Fund Balance $ 1,533,132.79 Ii Agenda Item#8g Page 2 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-October 31,2016 Operating Fund 109-FY 2017 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 608,800.00 $ 608,800.00 $ 608,800.00 $ - Special Assessment-Water Management Admin 1,009,100.00 - - - Special Assessment-Right of Way Beautification 2,941,100.00 - - - Plan Review Fees 1,500.00 - - - Miscellaneous(Surplus Sales,Ins.Refunds) - - - - Revenue Reserve(est.5%) 1 - - Interest 6,300.00 - - _ - Total Operating Revenues $ 4,368,900.00 $ 608,800.00 $ 608,800.00 $ - Operating Expenditures: Water Management Administration Payroll Expense $ 75,000.00 $ 2,400.00 $ 2,322.13 $ 77.87 Emergency Maintenace and Repairs 3,500.00 - - - IT Direct Capital 1,100.00 .. - IT Office Automation/Billing Hr. 5,300.00 - - - Indirect Cost Reimbursement 104,900.00 - Inter Payment/Mnt.Site Ins. Assessment 13,600.00 - - - Other Contractural Services 51,500.00 4,300.00 2,737.25 1,562.75 Telephone 5,200.00 400.00 232.90 167.10 Postage and Freight 1,200.00 - - - Rent Buildings and Equipment 13,700.00 2,300.00 1,905.85 394.15 Insurance-General 2,200.00 - - - Printing,Binding and Copying 1,800.00 - - - Clerk's Recording Fees 1,000.00 - - - Legal Advertising 1,000.00 - - - Other Office and Operating Supplies 1,500.00 100.00 69.24 30.76 Training and Education(Tuition Reimb.) 1,500.00 - - - Total Water Management Admin Operating $ 284,000.00 $ 9,500.00 $ 7,267.37 $ 2,232.63 Water Management Field Operations Payroll Expense $ 145,500.00 $ 4,700.00 $ 4,658.99 $ 41.01 Engineering Fees 60,000.00 7,500.00 6,618.00 882.00 IT Office Automation 700.00 - - Flood Control Berm and Swale Mntc. 66,000.00 - - - Flood Control Replanting Littorals 8,500.00 - - - Flood Control Water Quality Testing Supplies 1,500.00 - - - Interdepartmental Payment(Water Quality Lab) 17,700.00 - - Plan Review Charges 1,500.00 - - - Other Contractural Services 8,300.00 2,700.00 2,612.50 87.50 Temporary Labor 77,800.00 6,500.00 5,744.16 755.84 Cell Phones 1,300.00 1.00.00 - 100.00 Trash and Garbage 5,900.00 700.00 892.00 (192.00) Motor Pool Rental Charge 100.00 - - Insurance-General 2,500.00 - - - Insurance-Auto 1,000.00 - - - Building Repairs&Mntc. 500.00 - - - Fleet Maintenance and Parts 10,300.00 - - - Fuel and Lubricants 2,300.00 - - - Tree Trirning 121,800.00 - - - Page 1 of 3 Agenda Item#8g Page 3 of 15 Clothing and Uniforms 1,600.00 600.00 606.96 (6.96) Personal Safety Equipment 800.00 100.00 - 100.00 Fertilizer and Herbicides 100,500.00 600.00 508.00 92.00 Other Repairs and Maintenance 1,500.00 100.00 - 100.00 Other Operating Supplies and Equipment 2,500.00 600.00 869.09 (269.09) Total Water Management Field Operating $ 640,100.00 $ 24,200.00 $ 22,509.70 $ 1,690.30 Right of Way Beautification-Administration Payroll Expense $ 76,500.00 $ 2,400.00 $ 2,392.45 $ 7.55 Emergency Repairs and Maintenance 4,500.00 - - IT Capital - - - - Office Automation 500.00 - - - Other Contractural Services 52,400.00 2,800.00 2,677.00 123.00 Telephone 5,200.00 400.00 233.90 166.10 Postage 2,000.00 - - - Rent Buildings/Equipment/Storage 15,000.00 2,500.00 2,008.90 491.10 Insurance-General 500.00 - - - ' Printing,Binding and Copying 2,300.00 - - - Clerk's Recording 1,200.00 - - - Legal Advertising 1,200.00 - - - Office Supplies General 2,000.00 200.00 69.83 130.17 Training and Education(Tuition Reimb.) 8,500.00 - - - Total Right of Way Beautification Admin Operating $ 171,800.00 $ 8,300.00 $ 7,382.08 $ 917.92 Right of Way Beautification-Field Operations Payroll Expense $ 1,032,600.00 $ 29,500.00 $ 28,848.55 $ 651.45 IT Capital&Office Automation 16,200.00 - Emergency Maintenance and Repairs 3,300.00 - - - Recycled Water Use 110,000.00 7,300.00 6,895.89 404.11 Pest Control 1,000.00 - - - Landscape Incidentals 2,500.00 200.00 199.99 0.01 Other Contractural Services 31,100.00 1,900.00 1,400.00 500.00 Temporary Labor 562,300.00 37,700.00 34,044.94 3,655.06 Cellular Telephone 5,800.00 500.00 - 500.00 Electricity 4,000.00 300.00 154.48 145.52 Trash and Garbage 17,700.00 2,500.00 2,638.30 (138.30) Cable TV/Internet 1,200.00 - - - Rent Equipment 5,000.00 300.00 10.75 289.25 Insurance-General 8,800.00 - - - Insurance-Auto 10,100.00 - - - Building Repairs and Maintenance 500.00 - - - Fleet Maintenance and Parts 42,600.00 1,100.00 925.42 174.58 Fuel and Lubricants 33,300.00 - - - Licenses,Permits,Training 1,700.00 - - - Tree Triming 181,000.00 - - - Clothing and Uniforms 12,000.00 1,300.00 1,258.48 41.52 Personal Safety Equipment 5,000.00 400.00 318.24 81.76 Fertilizer and Herbicides 80,000.00 26,000.00 25,486.12 513.88 Landscape Maintenance/Mulch 75,000.00 6,300.00 - 6,300.00 Landscape Materials 73,200.00 11,000.00 11,345.25 (345.25) Road/Pathway Repairs(Sharrows) 2,000.00 - - - Sprinkler Maintenance 25,000.00 1,800.00 1,707.93 92.07 Painting Supplies 500.00 - - - Traffic Signs 10,000.00 - - - Minor Operating Equipment 12,000.00 3,000.00 4,222.84 (1,222.84) Other Operating Supplies 11,000.00 900.00 635.01 264.99 Total Right of Way Beautification-Field Operating $ 2,376,400.00 $ 132,000.00 $ 120,092.19 $ 11,907.81 Page 2 of 3 Agenda Item#8g Page 4 of 15 Total Operating Expenditures $ 3,472,300.00 $ 174,000.00 $ 157,251.34 $ 16,748.66 Capital Expenditures: Water Management Operations Other Machinery and Equipment-Field $ 17,000.00 $ - $ - $ - General-Admin 1,000.00 - - Total Water Management Field Operations Capital $ 18,000.00 $ - $ - $ - Right of Way Beautification Autos and Trucks $ - - $ - $ - Other Machinery and Equipment 89,000.00 - - General-Admin 1,000.00 - - - Total Right of Way Beautification-Field Capital $ 90,000.00 $ - $ - $ - Total Capital Expenditures $ 108,000.00 $ - $ • $ - Total Operating Expenditures $ 3,580,300.00 $ 174,000.00 $ 157,251.34 $ 16,748.66 Non-Operating Expenditures: Transfer to Fund 322 $ - $ - $ - $ - Tax Collector Fees 98,800.00 - - - Property Appraiser Fees 60,000.00 52,500.03 52,004.97 495.03 Reserves(2 1/2 months for Contingencies) 432,700.00 - - - Reserves for Capital 217,900.00 - - Reserved for Attrition tin 800.000 - Total Non-Operating Expenditures $ 788,600.00 $ 52,500.00 $ 52,004.97 $ 495.03 Total Expenditures $ 4,368,900.00 $ 226,500.00 $ 209,256.31 $ 17,243.69 Net Profit/(loss) $ - $ 382,300.00 $ 399,543.69 $ 17,243.69 Page 3 of 3 Agenda Item#8g Page 5 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-October 31,2016 Street Lighting Fund 778-FY 2017 (Unaudited) Assets Current Assets Cash and Investments $ 1,131,491.16 Interest Receivable 1,801.40 Improvements,Vehicles& Equipment 19,181.75 Due from Tax Collector - Total Current Assets $ 1,152,474.31 Total Assets $ 1,152,474.31 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 1,227.02 Goods Received/Inventory Recv'd 2,607.60 Accrued Wages Payable - Total Liabilities $ 3,834.62 Fund Balance Fund Balance-unreserved $ 1,137,342.37 Excess Revenue(Expenditures) 11,297.32 Total Fund Balance $ 1,148,639.69 Total Liabilities and Fund Balance $ 1,152,474.31 Agenda Item#8g Page 6 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-October 31,2016 Street Lighting Fund 778-FY 2017 (Unaudited) Annual YTD YTD Budget Budget Actual Variance Operating Revenues: Carryforward $ 1,119,300.00 $ 1,119,300.00 $ 1,119,300.00 $ - Curent Ad Valorem Tax 535,300.00 - - - Transfer from Tax Collector - - - - Miscellaneous(i.e. Ins. Refunds, surplus,eti - - - - Revenue Reserve (est. 5%) (26,900,00) - - - Interest 2,500.00 - - - Total Operating Revenues $ 1,630,200.00 $ 1,119,300.00 $ 1,119,300.00 $ - Operating Expenditures: Street Lighting Administration Payroll Expense $ 75,700.00 $ 2,400.00 $ 2,322.17 $ 77.83 Indirect Cost& IT Automation 8,300.00 - - - Other Contractural Services 33,700.00 2,800.00 2,667.00 133.00 Telephone 5,200.00 400.00 170.56 229.44 Postage and Freight 1,500.00 - - - Rent Buildings/Equipment/Storage 14,500.00 2,400.00 1,952.76 447.24 Insurance-General 400.00 - - - Printing, Binding and Copying - - - - Office Supplies General 800.00 100.00 52.54 47.46 Tuition Reimbursement - - - - Other Operating Supplies 1,000.00 - - - Total Street Lighting Admin Operating $ 141,100.00 $ 8,100.00 $ 7,165.03 $ 934.97 Street Lighting Field Operations Payroll Expense $ 69,400.00 $ 2,300.00 $ 2,231.96 $ 68.04 Enginnering Fees 10,000.00 - - - IT Office Automation 300.00 - - Emergency Maintenance & Repairs 9,600.00 - - - Other Contractual Services 800.00 - - - Temporary Labor 42,400.00 3,500.00 2,735.36 764.64 Cellular Telephone 1,100.00 - - - Electricity 30,000.00 2,500.00 2,335,56 164.44 Insurance-General 1,000.00 - - - Insurance-Auto 1,000.00 - - - Building Maintenace& Repairs 500.00 - - - Page 1 of 2 Agenda Item#8g Page 7 of 15 Fleet Maintenance and Parts 5,400.00 - - - Fuel and Lubricants 700.00 - - - Other Equipment Repairs/Supplies 500.00 - - - Personal Safety Equipment 800.00 100.00 106.08 (6.08) Electrical Contractors 16,400.00 - - - Light Bulb Ballast 16,800.00 2,200.00 2,267.46 (67.46) Total Street Lighting Field Operating $ 206,700.00 $ 10,600.00 $ 9,676.42 $ 923.58 Total Street Lighting Expenditures $ 347,800.00 $ 18,700.00 $ 16,841.45 $ 1,858.55 Capital Expenditures: Street Lighting Operations Other Machinery/Equipment $ - $ - $ - $ - General Improvements-Admin 1,000.00 - - - Total Capital Expenditures $ 1,000.00 $ - $ - $ - Total Operating Expenditures $ 348,800.00 $ 18,700.00 $ 16,841.45 $ 1,858.55 Non-Operating Expenditures: Tax Collector Fees $ 14,000.00 $ - $ - $ - Property Appraiser Fees 7,500.00 $ - - - Reserve for Future Construction 1,000,000.00 - - - Reserves(2 1/2 mos.for Contingencies) 124,700.00 - - - Reserves for Capital 135,200.00 - - - Total Non-Operating Expenditures $ 1,281,400.00 $ - $ - $ - Total Expenditures $ 1,630,200.00 $ 18,700.00 $ 16,841.45 $ 1,858.55 Net Profit/(Loss) $ - $ 1,100,600.00 $ 1,102,458.55 $ 1,858.55 I! Page 2 of 2 Agenda Item#8g Page 8 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-October 31,2016 Capital Projects Fund 322-FY 2017 (Unaudited) Assets Current Assets Cash and Investments $ 1,266,231.96 Interest Receivable 2,235.14 Improvements,Vehicles&Equipment 2,098,195.28 Due from Tax Collector - Total Current Assets $ 3,366,662.38 Total Assets $ 3,366,662.38 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ 6,958.26 Goods Received Inv. Received 19,923.69 Total Liabilities $ 26,881.95 Fund Balance Fund Balance-unreserved $ 1,120,996.18 Excess Revenues(Expenditures) 2,218,784.25 Total Fund Balance $ 3,339,780.43 Total Liabilities and Fund Balance $ 3,366,662.38 Agenda Item#8g Page 9 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget- October 31,2016 Capital Projects Fund 322-FY 2017 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Carry Forward $1,280,442.46 $ 1,280,442.46 $ 1,280,442.46 $ 1,280,442.46 $ - Transfer from Fund 109 General - - - - Miscellaneous - - - - - Special Assessment 428,100.00 428,100.00 - - - Transfer from Tax Collector - - - - Revenue Reserve(est. 5%) (21,400.00) - - Interest 5,000.00 5,000.00 _ - - - Total Operating Revenues $1,692,142.46 $1,692,142.46 $1,280,442.46 $1,280,442.46 $ - Operating Expenditures: Irrigation& Landscaping Landscape Imp. Project(50066) Engineering Fees $ - $ 42,729.82 $ - $ - $ - Other Contractural Services - 311,282.02 - - - Rent Equipment - - - - - Sprinkler System Repairs - - 2,777.09 (2,777.09) Landscape Materials 175,000.00 232,210.50 23,200.00 15,017.95 8,182.05 Other Operating Supplies - 3,489.25 900.00 791.50 108.50 Sign Restoration Project(50103) Traffic Signs36,952.00 - - - - Lake Aeration(50108) Improvements 100,000.00 117,522.77 17,600.00 15,307.00 2,293.00 Field Site Improvements (50143) - Improvements 64,100.00 64,100.00 - - - Beach Renourishment(50126) Other Contractural Services 200,000.00 600,000.00 - - - Lake Bank Project(51026) Swale&Slope Maintenance 406.17 - - - Engineering Fees 72,736.31 - - - Landscape Materials 178.00 - - - Other Contractural Services 75,000.00 56,316.24 - - - Upgrade Irrigation System (51145) - Improvements 116,000.00 135,619.38 27,100.00 24,427.72 2,672.28 Total Project Expenditures $ 730,100.00 $1,675,442.46 $ 68,800.00 $ 58,321.26 $ 10,478.74 Page 1 of 2 Agenda Item#8g Page 10 of 15 Non-Operating Expenditures: Tax Collector Fees $ 10,700.00 $ 10,700.00 $ - $ - $ - Property Appraiser Fees 6,000.00 6,000.00 6,000.00 5,522.04 477.96 Rolled Project Funds 945,342.46 - - Total Non-Operating Expenditures: $ 962,042.46 $ 16,700.00 $ 6,000.00 $ 5,522.04 $ 477.96 Total Expenditures $ 1,692,142.46 $1,692,142.46 $ 74,800.00 $ 63,843.30 $ 10,956.70 Net Profit/(Loss) $ - $ - $1,205,642.46 $1,216,599.16 $ 10,956.70 Page 2 of 2 Agenda Item#8g Page 11 of 15 Pelican Bay Services Municipal Services Taxing Unit Balance Sheet-October 31,2016 Clam Bay Fund 320-FY 2017 (Unaudited) Assets Current Assets Cash and Investments $ 111,242.30 Interest Receivable 177.39 Improvements,Vehicles&Equipment 234,767.01 Due from Tax Collector - Total Current Assets $ 346,18610 Total Assets $ 346,186.70 Liabilities and Fund Balance Current Liabilities Accounts/Trade Payable $ - Goods Received/Inventory Recv'd - Accrued Wages Payable - Total Liabilities $ - Fund Balance Fund Balance-unreserved $ 99,909.58 Excess Revenues(Expenditures) 246,277.12 Total Fund Balance $ 346,186.70 Total Liabilities and Fund Balance $ 346,186.70 Agenda Item#8g Page 12 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-October 31, 2016 Clam Bay Fund 320-FY 2017 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Carry Forward $ 97,579.20 $ 97,579.20 $ 97,579.20 $ 97,579.20 $ - Special Assessment 126,900.00 126,900.00 - - - Transfer from Tax Collector - - - - Miscellaneous Income - - 46.00 46.00 Revenue Reserve(est.5%) (6,400;00) (6,400.00) - - - Interest 500.00 500.00 - - - Total Operating Revenues $ 218,579.20 $ 218,579.20 $ 97,579.20 $ 97,625.20 $ 46.00 Operating Expenditures: Clam Bay Restoration Engineering Fees $ 55,000.00 $ 76,657.93 $ - $ - $ - Other Contractural Services 13,000.00 19,966.89 $ - - - Tree Trimming 38,000.00 43,390.00 $ - - - Other Equipment Repairs 500.00 1,577.77 $ - - - Aerial Photography 7,500.00 25,698.60 $ - - - Minor Operating 500.00 9,688.01 $ - - - Other Operating Supplies 2,000.00 $ - - - Total Clam Bay Restoration $ 114,500.00 $ 178,979.20 - $ - $ - 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 $ - $ - $ - Total Capital Expenditures $ - $ 11,000.00 $ - $ - $ - Total Operating Expenditures $ 114,500.00 $ 189,979.20 $ - $ - $ - Page 1 of 2 Agenda Item#8g Page 13 of 15 • • Non-Operating Expenditures:p g p Tax Collector Fees $ 3,800.00 $ 3,800.00 $ - $ - $ - •• Property Appraiser Fees 2,700.00 2,700.00 1,755.00 1,639.17 115.83 Rolled Project Funds 75,479.20 - - - - • Reserves for Contingencies 22,100.00 22,100.00 - - - Total Non-Operating Expenditures $ 104,079.20 $ 28,600.00 $ 1,755.00 $ 1,639.17 $ 115.83 Total Clam Bay Expenditures $ 218,579.20 $ 218,579.20 $ 1,755.00 $ 1,639.17 $ 115.83 Net Profit/(Loss) $ - $ - $ 95,824.20 $ 95,986.03 $ 161.83 • Page 2 of 2 Agenda Item#8g Page 14 of 15 Pelican Bay Services Municipal Services Taxing Unit income Statement w/ Budget-October 31, 2016 Clam Bay Ecosystem Fund 111-FY 2017 (Unaudited) Adopted YTD YTD Budget Budget Actual Variance Operating Revenues: Fund 111 Distribution $ 150,000.00 $ 150,000.00 $ 150,000.00 $ - Total Operating Revenues $ 150,000.00 $ 150,000.00 $ 150,000.00 $ - Operating Expenditures: Clam Bay EcoSystem Engineering Fees $ - $ - $ - $ - Other Contractural Services 150,000.00 $ 15,000.00 13,080.14 1,919.86 Total Clam Bay Dreging $ 150,000.00 $ 15,000.00 $ 13,080.14 $ 1,919.86 Capital Expenditures: Clam Bay Restoration Improvements General $ - $ - $ - $ - Total Capital Expenditures $ - $ - $ - $ - Total Clam Bay Operating Expenditures $ 150,000.00 $ 15,000.00 $ 13,080.14 $ 1,919.86 Net Profit/(Loss) $ - $ 135,000.00 $ 136,919.86 $ 1,919.86 Agenda Item#8g Page 15 of 15 Pelican Bay Services Municipal Services Taxing Unit Income Statement w/Budget-October 31,2016 Clam Pass Dredging Fund 195/88032.1-FY 2017 (Unaudited) Adopted Amended YTD YTD Budget Budget Budget Actual Variance Operating Revenues: Fund 195 Distribution $ $ - $ - $ - $ - Total Operating Revenues $ - $ - $ - $ - Operating Expenditures; Clam Pass Dredging(88032) Engineering Fees $ 20,000.00 $ 43,029.27 $ - $ - $ - General Improvements - - - - - Total Clam Pass Dredging $ 20,000.00 $ 43,029.27 $ - $ - $ - i Pelican Bay Beach(90070) Improvements General $1,250,000.00 $ 1,250,000.00 $ - $ - $ - Total Capital Expenditures $ 1,250,000.00 $ 1,250,000.00 $ - $ - $ - Total Clam Bay Expenditures $ 1,270,000.00 $ 1,293,029.27 $ - $ - $ - Agenda Item#9a Page 1 of 3 ___- TURRELL, HALL & ASSOCIATES, INC. r ��,�v� MARINE &ENVIRONMENTAL CONSULTING 3584 Exchange Avenue, Suite B •Naples, Florida 34104-3732 • (239) 643-0166 • Fax (239) 643-6632 MEMORANDUM TO: PBSD Clam Bay Committee do Neil Dorrill FROM: Tim Hall DATE: October 27,2016 RE: October Report on Mangrove Die-off status DIE-OFF STATUS The weather wasn't perfect this month due to some upper winds and hazy conditions but we are able to see that the die-off area does not appear to have expanded any since last month's flight.The hazy conditions made it difficult to see if the chlorosis identified last month had gotten worse but from the ground level observations it does not appear to have. The September report stated that the dead acreage estimate was 11.46 acres.Based on the aerials and ground level reconnaissance it does not appear that many changes have taken place in the past 30 days. Hopefully the area has stabilized and will start to gradually recover now. We are still seeing some seedling recruitment going on in these areas. The October estimate is therefore left at 11.46 acres of concern. Water levels were pretty high at the time that we did our ground trothing but that appeared to be due to high tides and not a flushing issue. A later site visit during low tide a couple of days later showed that water levels had dropped as well. My biggest remaining concern is how the system will respond if we get a strong freeze or frost this winter. As the trees are already stressed my concern is that more than normal could succumb to cold if we have a hard winter. We will keep monitoring and coordinate with Jeremy with respect to the monitoring plots he has established within these areas. Sincerely, ,,,, i,./1(...— Tim Hall Senior Ecologist Agenda Item#9a Page 2 of 3 si ra - ht ' {� ,„�� � �° - '- k �� � ��`� � w 7�- r. _ _ t Fes --...,,,i ",t" .11.6* ,+,1` T - '` .t:.f <t' '':77.4,.,..1g-,......:.- :'+„ t ^,'" •z t . P -. *"' kt. - " '�,,' r - tom' �, „ .. �_ rya ' •- „444.4<4*-',.: Area of concern east of the Strand (September) •..- -:.,4„.„:ri: Bbl - : - m '.. . -• •gkik w ._ - . - al. 1' s4,w - �. r �n *ix, .':' l- ,� ,�t\ F-' M - - '-, --sy-._1 -'-34f‘-' z-' .'211<, .. -£ 1�.:w..S `41<k 141 � �� �� _ ..,, . Rt; fry -aa,.,- ty �" • : yl Al _ -x r T Area of concern east of the Strand (October) IN ; w in ,1e N 1...".-. '''a r C7 Z if ) , ..„..., .. !00000 © !áá : a U L. , Q 00000 . - �_ 0 NEIN® ° I ce o 0 p , ,.. . .„.. :..,,,„. .., _ 0,.. .....: w .kr • i tK '� U O• g o s w• 1- C LLJ Li' � � d ..418:. 43 fir, .;;.. Ys a �`° 44,-,--::•:447-:!-1,,,,,,i:- t cc3 U � . _ �y C '� .5 d" ' \....ii:,.., - ' „,_ - i ‘i'' ,,,,4 ,.. } ' ---c'z'A'4,• ki. -c: 07 • ♦• ''''''''., 'II.''''''''-:1'..,.'.''''''-..::,:*:.,,,,... '. i...;d'k'P ' /0 0 0..''NI 1116.., '''''A . ' 'i-','.,,,„,,..,,,,,4,100,..r.,....., . H.r.i._,,,. /4.\,1 -i'LI 3 E 4„? x iikk P:\9845 Clam Bay\DRAWINGS\SHEET\DIE-OFF_MONTHLY\2016-10-27-DIE-OFF.dwg OCT OVERLAY 10/2712 016 Agenda Item#9b Page 1 of 1 Landscape & Safety Committee Report The Landscape & Safety Committee met on Oct. 27, 2016 at 1 :00 PM at the Pelican Bay Community Center. The following items were discussed and acted upon: 1 . Mr. Neil Dorrill, PBSD Administrator, informed the committee that the church across from Pelican Bay decided not to allow our car carriers to use their parking lot for pick- ups or drop-offs. Mr. Dorrill will continue to look for alternative sites. 2. New LED light fixtures and poles will be erected along Ridgewood Dr. and Laurel Oak Dr. adjacent to Waterside Shops and Artis Naples. 3. Mr. Dorrill and staff will develop a "courtesy" communication vehicle informing residents of trimming and pruning activities in Pelican Bay using a quarterly format. 4. Staff will work with The Village, Las Brisas, and Oak Lake Sanctuary to develop a cost sharing plan to help mitigate US 41 noise that has resulted from the removal of invasive exotics ordered by the county. 5. PBSD Board member and Landscape and Safety Committee member, Mike Shepherd, created a magnificent "Landscape Management Plan" in order to explain, delineate and visualize the "Landscaping Goals and Guidelines" that the PBSD enacted in 2015. Work still needs to be done to determine how the community and/or staff monitors this plan and assists staff to ensure that Pelican Bay's landscape and hardscape remains well maintained and beautiful. 6. Tom Cravens made a motion that the PBSD adopt Mike Shepherd's "Sonnet on Signs" proposal (see agenda back-up materials). The proposal would (1) adopt a standard sign footing specification to ensure that Pelican Bay signs are installed vertically and remain plumb, (2) abandon the verde green finish on PB poles in favor a solid gloss black finish, (3) and establish a maintenance program for signs so that there is continuity of appearance and verticality throughout PB. Submitted by: Joe Chicurel, Chairman L&S Committee Agenda Item#9b-1 Page 1 of 14 1911:' Pelican Bay Services Division Sonnet on Signs September 30, 2016 Agenda Item#9b-1 Page 2 of 14 Footing Design .F.,- ,,,„1/4,''iz. ';',':i:'tf.'''st4,.,:i,'':''''s'::'' 4f, s,,,,:,,,,'.y , ,,, '9' -* tf'4,&1".. ' fk d ta ? . R askkS :‘,4,1;,-,:', ,,,,:-.- i4x f .ro f t-",i„;-,,44,- ,w::-. s 47, „!.....,-, `^yam /, • ., Pelican Bay signs are typically mounted with the tailstock embedded in one bag of Sakrete, providing insufficient support to prevent listing after exposure.to wind load and customary abuse from mowers, pedestrans, etc. In the case of one particularly egregious example, a 12' post (above gra " ils" of roughly 9 square feet, placed at 6' and 9' above grade. Normal and customary wind loads had compromised con- crete bag footing to the pointthat pole could easily be displaced iection with more than 20the degrees included angle.nany. direction Footing placement at or below grade leaves Verde Green finish vulnerable to mower / weed eater damage and accelerated corrosion from proximity to moist soil / reclaimed water Agenda Item#9b-1 Page 3 of 14 LiKtitAV 1 4,,ViA-N':,;,,,,,,,e',4r--,, ---',,, -!i'-',•14-' ra 4 Ii:t.4;ptir:,,e.,''..A..,-,.-''.*- It.-'.. '-'' 41 "eT,i,,,,,l-c-„,-.1.1.-- ,,.,- " :II:* 1,„, ti-,-.. "Fj*-1,"'"1-*,; lif,„,i1 '1/4," 3° A 1 ,. t ,,. ', ,...4... '� � '�}�'� ,���< �� ,�;, � tai+�4� F. , . , 4 4'4''', .14444‘,..,4`,1, 4"� � Y � s l .y ' ' -, -N,ti:'-„V"; %, - ,,. ).,,.—ili..' ." - ' :'- • , . :4, .... ,, ,,,. .. .,4,....4201, ...,,,t,..., . ,. ...,,i4.,.,i7.), , _p-,- ', ',,,, -,......„ 44r k . , +'..*,,-.1,n... 4" • /�qqSd .. • Y .\ 4• ;ii I¢ +.:t1� t mr , ,�. Pelican Bay footing examples . ' 4r �� _ 4' ;rte ' R f \, # t . .. , 1...\,\,,,,,,,.. .,... :,‘,,,.... ...04. \\ . , l' ' .:i..7.,„t 1 . ... , ,_, .,.,. ..4,,...i.„..,,,,.. ,„:.:.,,t,„ k4c ,„„..„...,1,.., J ..,...,..,. ,,,,,,..„., ,,,,.„,,,. .. ,. .,....,._ ...,..„. _.. ,ic. ..,: . ,...v. t... .,....irk,,,I.:v.,.. , .,..-,-- :, ,,=, ' - 11:..,-,4:ti:,.;, .7 1.4_4,ii„-,. � . ..-''''''<--r x �', yi„' �..- ".. 4.,, , * ' as . t 1 + ii, 1' 4. .1., .;.,. 4,,,, r, -„...._. ., ..,..; _ f),,,, . Nte• •"•4 ptf Al. M tit : '- ,--* i N. „: 0.1.-0, ..,‘,...- , , H .1 40. , r .n, 4,4 �` 4. n Agenda Item#9b-1 Page 4 of 14 Alternative Footing Designs with adequate support d q aI ',,,.: as ,�$.y :, <�t{ 3 b'-k� � j t � bb� „ 'A.,� Ek .� f "q, g I' W ° .cAIL # I�+ aY � �a t, . �s ,R�aa vy t +I ;„i7-1 1 tia i a. �" �`u ,h � �'?. >i � til � �`� � � ,� 2\" � i ( pry, o. £ '' r�' zs . �' 1. �a J � \� pp S 7Ay $d P $mow '`. aE � �t �� ti ..,,.4.:„.,,,-...4.,.,..,„..7,-,,, c "= t '" r n Mfr 1 t.`'d i of !-. t' . )!','i,Ch -, i �N't,"1 ti5p�� `,I. .' y 'a , s 4 `�`�' t R::t •--.-*.% 4s ,'-,k.'-'k.4.,..•`•"-k-21:1\•,-i.- # of ilkV arc.�' i9 ri'4 r-. �1 �"' �.mss.• c,...,,,,47i4„:,,,',,!„?-, �}ar; 'A�.��J', n'' x` • >�$�e m wi'°s.. .t ,. s f @ i�^•r ass.r 3 13;ti+` '.•V y �.. {� �� � .r $ r' i �I` 4;t4 tw"-z ar. ��'" r %.9,,, r a' c r , r, ,r,-;"'';l'... . ro ti.+� � .�s� � �� :y�� t '� � '��5c��o'�+1�< ;bid�' ,,� # � + r I c ! 4 �`� "-40-;-,,- ' ' •? jf�r. {v i l k s .av f � p ,'I ,, LI 4 .r .S'4' '�` J *r !:f--,, r`,!i;`,,. r ' ) K''. .,, a `, . 6,„" a,:>/.,' t'r,TM k f.......,,,,...4, ...„.11..,....,,,;,-,..„7. ,,,,, ,,9„-.,,,,,,, " t 4 6 I'r\y'rft •� j �+ �`j`+l # P,1$ �j "' .� ) r 4' Z 4-1 !" S ,y', �.4,4 ., y , 'r -.1 T v ' `-Ik, ' `_.-, A* +C:„IZ;r� , cv" xe. 'S,'" , ,24r' , ,i his ! 7 ,+c"fk,* '. `4j'�+Fa%,..-;-'_*; !l;ff i�q 1'S yw' 4" 1.14,e✓ 9 1 -"' I+.#�'I 7. i�..., / j`�1 l • ""..t. "'it' ' " il p �`1� .�" *•.s�'��t',,y,b�, '��a �i �/: ,QEF t-� �K�wa'' A tt�� ,,.1` lt�� 4 �, 1 p°� L s 1 Oiliii'f;,t-'--- -'... . )Ai OP I.'*,. '.. .t.,.:9 i'::,,if 7 31: 1,,,,-; iy .. ,.....,,,..,,,,7„,-,4-_,1},--1.1,rP;,,,-.. „,,,t'l:--11.--1,''. a ..,.ate.. r s s Ilirr ....,_, x 1. _ ,. r V , � '' �.pt'yyy g z,,:•.1.,4,-;', " --.__ � , * �.`� fir I. s ��`' UnHre yak' fir. =t �c �` '� i.. 4 iS.{ � �y &y '�, ` ern ik` i+ k Ay t� 6 - y'�ig q a s �f3 € ,y n ��� �x #. # .Vit" ,' i's V e ae �. 'u. Soh ! �x $ 'ate -'1,'4'../4-'-;!-,,;,-,„..:...,, �...-,1,:y.,,,;,.',.-,-., � f!K..3.{# I, 1 " .. x x .M Z„ 'r`s`1r a9 . i} c ea c S . `a. 7 '° 9 r •q p i g )114,'",:;",„77:4 . � f ., ° ter? "' . ., €-s 'f_.( '',4Z 4114'./, t' ,,�°°#9 tik 1 i} +�-F .,4,..,",1. •:',-e', M1 "s Y$�y^ .Y FY • x k ++t a S++' ;� ;».3. iT -tl b "" '. w 1: .t +.�i � $3'Ta .v' `�- '' tg' a ,� . z a a a1. "i t `_` -.... �,.�' til' . -k�;4+ r.4 y.. '��c 44.-s's'3."rt' ,+4 '`:�,^a � '.r �.�.-.`'wy�t. c` t';'„';';',.'-'0"4-1 .'� ." `1�!'�a� .� Agenda Item#9b-1 Page 5of14 Sonotube Footing Forms y .; ,{ am . F k. .w � ' ,...': ''::::t c.,,t7., ' \-,:f:::::'-' ,I ..t''''f'..;'11-4,' , —- - _.i,'''t It '''‘ ,,,-, .!. ... .,,,,!":,.."' ..'t '',--'',:„ -Ai..-1: ,,: - w , i4,,,, ,' ar ,e, '4.%)'-' ' ,,i,,I2,,,,,,,--..4,-,.,,,,,,,,,:-. ,.,,,, P..,,,,. .. .,...:44,H, 1 , 1, 6, -I--.C.', ''''''-:..-.7::'''.";:'2',„;-,.,:tio'rii'.7!"..---.*:: 1_ -,,, :=,.---.:::r.:. r * f 853 dd f 4 4:ii;.''' '''''''' *''' 'Vco;s Sonotube forms are typically employed to place concrete footings for signage. The form is placed in ground with the top set a few inches above grade. After the concrete is cured (2 days), the top portion of the form is easily stripped in spiral fashion. Sonotubes are available in any number of lengths and diameters, providing support appropriate for each sign's needs. Agenda Item#9b-1 Page6of14 ...,7, • a E m: Ars' r w 7 ' £. s ��' `% _°� "'..z.. ,+u '�" ;e Lie'' �- em, 4 �, " - " 44r4' ' fir te t sa aM ,, �f'" �s sf�° ,tom � �'`n�` " Vi. a # '". °.rwe.':`a€ �,' c; ' ° ,w 'moi r . y - yT r. x'. .: ~ a + � zip al tit Si ns which are surface Sig � mounted to the footing (as opposed to being �, � � � permanently embedded) - ;7',7:fix ,', are easily adjusted for 0& k �, plumb and can be � � �� removed for transport �' `� " ' �� §"� �� • both for remediation .... —,,,i , ,,.1.14.i. ,,,....-...-iri* ^-* ' ,t � ' ° ` - f and I or replacement with ''it e.rs,,,,...,....,.. `� •�� ��� alternative designs. r+ t � -.1, ,,-,4.:0V,,.''.4.1/41' ��?' '142 .I.Q4,711,,,,‘''wl.n.), t‘ 7,1',A4 ':41,51.1:Ns. ', \-s,„,,,.'71 , ;y.'aka '-t„ ",$,J,, r'.-s,..,, .4” _ $ . i k' d �, V ill' L -,:,:, _. ":„:-A Agenda Item#9b-1 Verde Green Finish Page7of14 i t ',' ' IT te " A ;'...1)0,0.) t--'fr, - 4C-D' 1°Y-rg*, r tit,„-- - — --„,.--,...,, a14--,..,, 1 r v F 40011 'f .L' i d,r-'4,,,,,,,,,,,4-i 'e. t ,. ; 11`fie, `.i.-cam'M&.1,fi. j`��$�,a�', ' ' •• `sr. Y�..,,,,,,..7-,-.- 3 '4 if40,,,4,c, , i 1'---Ile- ...-1 , , ''1:% lir -4$-. '4-$?!.4411itt '-z,'- ''.:-4.; 41 - 71-,, -i. --„ ,. - , k•'''' .:44 t f„. "'r+ c S ,; -., r" ��` ,t � ." '��.:„.4.,,,714,..ot2zA � t - 'Vt<t..,* vi,--.. iF ' ....,;.e„:41,1,i.",' '\ - Air The Verde Green finish common to Pelvo ican Bay signage adds cost to the initial sign product and creates a surface which deteriorates faster than a solid color, gloss finish. The sign skirt invariable starts to fail before the primary pole. A solid color finish would allow simple "on-site" touch-up by PB the personnel, where as the Verde finish requires attention by the sign supplier. In this example, a recent vintage sign is in generally good condition, with the exception of mechanical damage sus- tained near the bottom of the skirt. Left unrepaired (which will surely be the case), the underlying aluminum is left vulnerable to accelerated corrosion. Agenda Item#9b-1 Page 8 of 14 � �ki. W ria 1 9" . : a c OM1 �- t'. ,-t, �yg € [p t Yt F3[ P s •X �' ,L ,�: moi• j ,• � � fi „ P". �=t t ,; t- x111, .; a ,,` 3 Ate;4'.:!;.,.;', a P _y, is ;7 R b � s .,e. —`. 2� �i r� * T�f t €tea,- l '" i i ,;,� <:. "I'z. v i5-�x ` '�41 ms's � ,, M1 e�" � i�.�y 31 ,..45,,,,,:;,„,„:;;.--,--‘,,,.„�€, 'n am ? ,..,:.-41.,„, ,_ --,.&� 's w-**.**';'--4-6.'''. „,, .., ...,...,, ., , { Pg f p� 7Fr t eY" F!'. `h `., �m wk.Aa" � 4,:t.--,1.'. $� ''''''VAt1/414‘:7' Ctil a „ , _,„,..,., -,,*4.`t' *-.: ,..pg,...` ,. ' # ,"°'err „' :c x 4 , i w � : '",, s. ,d'., c f. s1'• � � ,,‘,.,,1;,,,, , , €N lef 4e"a I• 0 . k i i *f The finish on the sign ,./* skirt •invariable fails TM .. well in advance of the �° � � balance of the sign. ,� r Skirts which are welded in place � � preclude the option of � �� �� skirt removal for remediation and / or F :1„,,,, replacement without removal of the entire V ' V sign assembly. °� n ,� �� ..-- "=`#.k,"{4z'i *� " { r {•r t o b p .. P: Welding alters they ,- ,,', r ,'a �`�� metallur of the skirt �� ` � �� � � � x ('� , , -: may � � ttt�r a ,., C y'• c r a >� t,l3�'1,"‘;•4" •.,-,--,..-1 •7,--,..,,-;,-- r s tom- . S Y t ,:•;-..7.,.-:,-3 ...,4,'N. further enhancing the x '' /'� S of �, (�r � +�,4 � y 1 susceptibility to ,.f s ,,,:z..,.,„,_,,,,,.....1,,,,„ � �-T 4{�� ' i#t ¢ ° '---',`'.',.7., .,' t ` .i.,1,',--vi,,., f '.- R �"' 4§' .',, , kwr' ` Po i F a }1,� .rfi t,`/:',,:` ,� 'tia`� € x+ ti.. corrosion. � .. r �� _& � ,# ,� �� ,f; ' .' F¢.- P :r t.�• z;.z2°'a�,r ai+a,,, n >.p rM Agenda Item#9b-1 Page 9 of 14 Removable Skirt Design l*iiir. x t a 3 x r ,.,,-- I . , f,,,, . 4ei... ,rioe, v 1.;i..,,,,,.,,.:,...„,-,..f,.,2.2.,,ifi:,..-e;..,,,, ,- t!..,04,.. , � iii; -\r. f. > k #a' ,.,'to 11.04. .... . -4.*,,,t,..1 tit i.,-..? -41, -`- F✓' 3 'ales ' *, • t a � ° g L �S $ R s+ 5 Eft / #' 4 0 IW'e° 31 } t } Y t p - t *`7 � rd �T� tt i � •rpt t �i�W �' q,,f,14‘... ,,„t� 'ate l�z ���?� 7'�`:.�� t� ..<"i 1-1 ,,Alk... '�.:w.tR�°a� Removable skirt prevents damage to aluminum from welding and allows removal for service or replacement Stainless steel fastners resist corrosion Agenda Item#9b-1 Page 10 of 14 Assembly Sign , \ ,,,, .... , ,, '', ,1.„.„ ,"- lAi\litisi-,,,-;--0-, - r y�g @ 6 ; i ',';,,itti,;,,;'4 ,,-%.4t, kk rd* <. y 7" ;v / i �, ro 'art. ' a ,4". L �` 1 f :l r c .,...-0,4..1,,,, .,� .�N ,��.- V pC , t 4 rb . * it.':i i , . , pli ', .,,,, ':- :',,r- bk 5 '+ ',,,--",'";3-,,,-„,-,,I. dF, Ye "' k ,mit t € "a� ± sa 3 3 N ,11 ",k 1Y , 3 n.t•2. .:r. t7 , Wiz, r�, c»` , l'k ! e e .. t.,..„.„4„:„...44.4.01.o....c4t,:cri.,‘:,.4.u.,:t., e . .... 04„.4k.),,,Is. ..„:,,... _ x . �, Ait,' �,y.,+,,S'k Ytt* $ 4 7 T f I A r t Af �k Y 4,a x5 7 rc I p ask "$ -. ,,, S0. „„..,,,..444_44.,..„1,-,..., _ 4 a ,' .;r l !Lotti y 5 x • ' g r� a 'm < t .0 ab^ � k r € ,,;:j":„-'4 t e ex x e� 1 vat a ,kFk a „,t� , .t` 1 ..yi ext t �t•. 'a� � ,7'1/41/4-;.'i"41/44.5„:4,- 4.:.--,, t • yet M � s04�j€ • 3 ▪ r a _..w 'fix 4�M r� �, c -ia -,,04 s • , 'ir� � �� $ t.. 4;,,,i' a ,f ,�C ,, •-,-,..,,,.,c4,...,--,„ " xt..,'"if., fit, i' ' 't git i t a is• 4 ' w.44 �'''• Itt, :1:K� , ? rte? �' b � 1t .,.., ,,,,,..,..v....,,,,-,-, ' a .., v`4* rii'fi,i x` � 'k.:9cw,:, xrfi ,. d'�' �s ° d4'MK, si. Pelican Bay sign components are attached via a variety of fastener arrangements, most typically welding. In this example, the upper sail is attached by welding, the lower sail is attached by screws (non-stainless steel which are already rusting) Agenda Item#9b-1 c Page 11 of 14 "J"` '6._ �.� ma y. 4+'+44' {a ..; • ' 4. eli ' :' i' ' ' ; . r...., ‘1,-;/:-..gq ;kw-7 x. � .:c 4. ' At ' ,"tit" ."-A1,- . !.,,—;*,."`3..Z1. r. fit. e k , . ' � �� �'+ t ;, yyam,,. 't 3 �; (' +^ , # ' � dam_, J. ",l - f • 1p s E sc:£` <--;. .-''''''' - . : ',;:. -* 31t, 111,:ii " • yet40, s , . . .,. , ,,,, ,.,... ., i. „,,,.., . ., .. . , 7: .,i..,,. 11110, -. 44a .. , .... 4 -.4- ,+g y x« ,,. -fes Ii, ' 1 / ...„,t.......,,,,,,.. .... ,,,„... , 1.7,._v„..., gs ? 1 tek' a.. , ..,t„ & ,' �. ....,„A,-...? .rw°i '� « c '�; �! y z � „ 8 ' 1 q S ' -- — .4"..- i i ,', j,.. iptilit. e,440k,,,,' ,L.k.% iN.„ II iz, # + � ,'< -i :+11-1-;,, 14 1�iS ��M % t. � In this particularly egregious example of poor sign planning and assembly, the sails are attached and supported by a host of Rube-Goldberg components, including common hose clamps. As Murphy would have it, this sign is proximate to the Phil where a large number of Neapolitans can observe and make judgments regarding our stewardship of the development. As an aside, the post is also listing forward. Agenda Item#9b-1 Page 12 of 14 sem . �' Vle 4 y X J X . 11%. lik ' *tit, `a:p� ... t&,ter '.d a id ASK Itt S Vtt--,„:"Ittit...;4`,.Arrt,-Itihif'ti - p34 srl.% ti m4 ' ' 3 a}r v#- l R � . $ F k i ps`iy # . lii '' Sign sails (and street flags) attached with option of removal for modification or repair. Stainless steel fasteners prevent corrosion. Very robust components. Agenda Page Item 13#9b-1of14 ids: ,' tip "Rilgrk p , 4 Z 414:;7.' ;',i-1',4' li.',„, '''''''.,4:,,, '- ,#, Is it‘INAZ:ek 1° r ' -lilt ' h - -r-., ,..,,,,,,,,t.41:4--, i'-,,-..m:k. iii ',_., --,,,,,,,,,mv:.-''.':-- -__-_-_,,-. _ . ....----- -- Cr':;'. : 0--=' -`. - "-:-----------,,,_ 2 tit, 1 , .._„,..,,,,,,,,,,,,:,,,,.,,. .,., ,,, , -7,-,„;,,,, 1,. `mbianCeCir _• ,,.�4t' r fir,i'e ,+W` c i,IItom♦ I` i �,� '"t'� �S !,:e'.ff,'''''-''''; ''''''''''''''' t''''''''''' '43'11\'`Y1774=k -Y-','er.,".--t.:'''',-'it'It'c:tir 7:5°....'gkir'A,.-,'N',., .',;:..':%..!t......:..EQ w • '-‘1.'':5'''i'%; `a" ' �rz r 2*r ;rya .a ., ;�F €'3 �..33 .2 i,�° -. ' 'Ward, ` ?rr4 .rss � �" '� *a"� rF g44-,_ ,,;..,:i-v,' sx, '3,... 'v"r: a,%_,,.):43::-:, -.44,-,,,,E..1„..,,;,2 �'!, < .�. :' .--.:-'4!!:-- T v 7 § ;fie,, ! � - 7.-:::::',....,'.;.,: „,, . iii u: :1,-,,, ,:----„„-'1.,, ' ,mss”"♦, �a:w k„,f4.4.1.:,,',;,1-4:-,(:-/: d� } �. $ 7 l, :��< A ;y * t r ` S „ Some associations have already taken matters into their own hands and adoped solid color sign poles to facilitate on-going maintenance. The sign at the left would have originally been finished Verde Green and has now been painted solid black by the fronting Association. Agenda Item#9b-1 Page 14 of 14 Proposal Adopt a standard footing specification for "minimal" sign- age which calls for Sonotube (or equal) concrete forms, placed with the top three (3") above grade. Require that any sign more complex than street identification be accom- panied by an engineered footing design (either sign spe- cific or through prospective specifications based on the sign characteristics) Abandon Verde Green finish in favor of solid, gloss black. Explore alternative sign designs / suppliers to achieve me- chanical attachment of sign components, with particular emphasis on removable skirts. Sign designs which are surface mounted to the footing provide additional benefits. Establish an on-going preventative maintenance (PM) pro- gram for signs which avoids "batch" replacement, thereby providing continuity to the appearance of signs throughout the development. No sign should ever remain out of plumb or with clearly failing finish. Recognize that even properly designed and installed signs will succumb to damage and finish failure over a four (4) year time frame. PBSD budget for sign maintenance should reflect an inventory of 400+ signs and a roughly $300 / sign maintenance cost ($30,000 annual sign main- tenance budget, minimum). -,;---T1--- H UMISTON & MOORE 1--F a ENGINEERS [ I ti Consulting Coastal Eng,:neers Home About H&M Services Projects Contact Client Login C La ill Pass Tide Monitoring - cric;-..:here for Maintenance Dredging Project details At --- rik...... r.iARIA-P 1. MARKER 14 MARKER 26 MARKER 32 •.•:''''2.1::!i-41'..-202:::::::',..F .:-.2‘. - , . ' • ---,- - - " .• .- ,. , ,-0-',..- 4.4"W-710.0!"..• ----- . ,. ..,. ,......„,...... , , tricie Gages Location,, ,,,i.. itA^.,:-.; ,f, r....4., , ;. ; ::-..-F7*, Monthly Time Series 2016:cuck on Thutnbnolisto....xpon.j F d Mar Apr May Jun Jul Aug Sep Oct Nov De.: '.'..L.. GagelGulf Mean Tide Ratios - 2016 0.9 - PASS T.S. Colin T.S. Hermine 0_8 , DREDGING . 1 0.7 - ( - r ,. 0.6 --,,, ', : ''. '3 1-7, , .i g Marker 4 40 0, '•. „„It. p ,. , [, 1.- 0 5 ' 72 ,, 4::: Marker 14 OA tt- 't 0 Marker 26 _ „ A ' _..,Marker 32 iL'. 11 , 1.'1, " j 1.: .1 . $ 7.;.'..'..... 1 -.,-I .,,,, , .,11.. , ,I, C if,: -: t --- :13 M.' .-. .1: : 0.1 ----- A 0-- s.,. y ...i. ...., ,-1 - 1 A . ,t 4,1 , f'-i;. ,,,, Z •:, . 4 f. ':: 'it-- :- L.,...' 1,..- a A .-.:, -." A ,,,,- -...i, Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Mean Low TideTime Lag - 2016 300 - PASS DREDGING 250 - P 41 17 . 4) ,. c 200 1. I „ . .,. n Marker 4 ... , , g iso ' - *, ,,,,, ,... ,,,,,r, . 1.44 ';':,,, V Marker 14 [1 ai t4 ,,•'' ,:, ,..: ,-,•,,,,,, ,;, I— 100 ''' 'l '.-. 41 iii - , ,.., .,..'.. 1 ...Marker 32 fi'''' ti lEtt 9 I ,tHitt t ti t t titi lit it , .., .t. ,. .,, , :. ..i. . t \t , 1 so ':-.: ' ' -- i i-,i.„. ,-; -,,,,i % 'f:,.; . : i i M Ki ": I - ,1 i m'_ ' Al. ., Ai ' , i A ! 1 '0 „.,.., „ ,f -- -1- I!, '.A L.„ ',.r l',:.. _ !.% .1, 1,, : -,;. 1 ., 1' " Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Definitions Mean Tide Ratio:ratio of tide amplitude of gages over the tide amplitude from the Gulf of Mexico. averaged over a month.This ratio is representative of the pass's effectiveness in flushing water from the bay The lower the ratio the less efficient is flushing indicating material accumualting in the pass Mean Low Tide Lad:time difference between low tide in the Gulf of Mexico and at the gages locations,averaged over a month in minutes The time lag is also represenattive of the pass's effectiveness in flushing water from the bay The higher the lag the less efficient is flushing,indicating material accumulating in the pass ► I 1 I I 1 I I 1 ► 1 1R 1 1 I ( .... a —N .... 4_h� • N — t-N ...•,— _...... �..N ..,. `�i:.....,r r.... .....T ry ._._..... ......a..."1 N ......n ... r.. R. -. ....7..M 4, 01 N s. Ol �.W ...... ..........`.CH CO —aci CO _ —w .-. ..-0::, apf so m m to to _ ....co I o o - w g esE _,. T... L ,....Of T.... _8 ..-... .. ._.8 O ..r.. —8 —8 ,.r....• ...._O T.... —O T-... _.8 r.... ....._8 ....... .........8 t.. • 7S t... -S t,, — t.... ' 7S `. _O 1 iI I 1 • I 1 I I I I i N O N -6 Na o N O O CN O N 0 N O N O ty 8 ►1aveN Ft)401JeW 9Z iaveW a moil