CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT ST. LUCIE COUNTY REGULAR BOARD MEETING JUNE 18, :30 P.M.

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1 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT ST. LUCIE COUNTY REGULAR BOARD MEETING JUNE 18, :30 P.M. Special District Services, Inc. The Oaks Center 2501A Burns Road Palm Beach Gardens, FL Telephone 877.SDS.4922 Toll Free Facsimile

2 AGENDA CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT Premier Citrus Indrio Road Ft. Pierce, Florida REGULAR BOARD MEETING June 18, :30 p.m. A. Call to Order B. Proof of Publication.Page 1 C. Establish Quorum D. Additions or Deletions Agenda E. Comments from the Public for Items Not on the Agenda F. Approval of Minutes 1. November 20, 2017 Regular Board Meeting.Page 2 G. Old Business H. New Business 1. Consider Resolution No Adopting a Fiscal Year 2017/2018 Proposed Budget..Page 5 2. Consider Resolution No Adopting a Statewide Mutual Aide Agreement...Page Accept and Receive 2018 Reservoir Inspection Report.Page 13 I. Engineer s Report J. Attorney s Report K. Field Maintenance Report L. Financial Report...Page 26 M. Administrative Matters N. Board Members Comments O. Adjourn

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4 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING November 20, 2017 A. CALL TO ORDER Chairman Phillip C. Gates Jr. called the November 20, 2017, Regular Board Meeting of the Capron Trail Community Development District to order at 1:52 p.m. in the Conference Room of Premier Citrus, Indrio Road, Ft. Pierce, Florida. B. PROOF OF PUBLICATION Mr. Lindahl presented proof of publication that notice of the Regular Board Meeting had been published in the Fort Pierce Tribune on September 28, 2017, as required by law. C. ESTABLISH QUORUM Mr. Lindahl stated that the attendance of Chairman Phillip C. Gates Jr. and Supervisors Tom Jerkins and Dan Bott constituted a quorum and it was in order for the meeting to proceed. Supervisor Timothy Sargent called into the meeting at approximately 1:56 p.m. Also in attendance were: District Manager Lennart Lindahl of Special District Services, Inc. and Tom McGowan, who called into the meeting, of AECOM. D. ADDITIONS OR DELETIONS TO AGENDA There were no additions or deletions to the agenda. E. COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA There were no comments from the public for items not on the agenda. F. APPROVAL OF MINUTES 1. August 28, 2017, Regular Board Meeting The August 28, 2017, Regular Board Meeting minutes were approved, as presented, on a motion made by Mr. Jerkins, seconded by Mr. Bott. The motion passed unanimously. G. OLD BUSINESS There were no Old Business items to come before the Board. Page 2

5 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING November 20, 2017 H. NEW BUSINESS 1. Consider Resolution No Adopting a Fiscal Year 2017/2018 Proposed Budget Chairman Gates presented Resolution No , entitled: RESOLUTION NO A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING AND ADOPTING AN AMENDED FINAL FISCAL YEAR 2016/2017 BUDGET ( AMENDED BUDGET ), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDEING AN EFFECTIVE DATE. A brief discussion was held regarding the Amended Budget. There was a motion made by Mr. Jerkins, seconded by Mr. Bott, to approve Resolution No , as presented. The motion carried unanimously. 2. Consider Approval of 2-Year Renewal Option for District Auditor Services Mr. Lindahl presented the proposal to consider approval of a 2 year renewal option for District Auditor Services with the firm Berger Toombs Elam Gaines & Frank. There was a motion made by Mr. Jerkins, seconded by Mr. Bott, to approve a 2 year renewal. The motion carried unanimously. I. ENGINEER S REPORT Mr. McGowan is evaluating the need for the District to do the Dam Analysis that has been offered by the State of Florida. In addition, he discussed the need to have the pump stations calibrated and pump usage reported. J. ATTORNEY S REPORT There was no Attorney s Report at this time. Page 3

6 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING November 20, 2017 K. FIELD MAINTENANCE REPORT Mr. Bott reported that the system was operating according to design. L. FINANCE REPORT Mr. Lindahl presented the materials in the agenda packet and noted the CDD was in sound financial condition. In addition, Mr. Lindahl noted the Fiscal Year 17/18 budget information will be added to future packages. M. ADMINISTRATIVE MATTERS There were no Administrative Matters to come before the Board. N. BOARD MEMBER COMMENTS There were no comments from the Board Members. R. ADJOURNMENT There being no further business to come before the Board, the meeting was adjourned at 2:07 p.m. on a motion made by Mr. Bott, seconded by Mr. Sargent and the motion carried unanimously. Secretary Chairman Page 4

7 RESOLUTION NO A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2018/2019; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Board of Supervisors ( Board ) of the Capron Trails Community Development District ( District ) is required by Chapter , Florida Statutes, to approve a Proposed Budget for each fiscal year; and, WHEREAS, the Proposed Budget including the Assessments for Fiscal Year 2018/2019 has been prepared and considered by the Board. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT THAT: Section 1. The Proposed Budget including the Assessments for Fiscal Year 2018/2019 attached hereto as Exhibit A is approved and adopted. Section 2. A Public Hearing is hereby scheduled for, 2018 at 1:30 p.m. in the Premier Citrus, Indrio Road, Ft. Pierce, Florida 34945, for the purpose of receiving public comments on the Proposed Fiscal Year 2018/2019 Budget. PASSED, ADOPTED and EFFECTIVE this 18 th day of June, ATTEST: CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT By: Secretary/Assistant Secretary By: Chairman/Vice Chairman Page 5

8 Capron Trail Community Development District Proposed Budget For Fiscal Year 2018/2019 October 1, September 30, 2019 Page 6

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13 RESOLUTION NO A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT, STATE OF FLORIDA, APPROVING THE REVISED FLORIDA STATEWIDE MUTUAL AID AGREEMENT; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the State Emergency Management Act, Chapter 252, Florida Statutes, authorizes the state and its political subdivisions to develop and enter into mutual aid agreements for reciprocal emergency aid and assistance in case of emergencies too extensive to be dealt with unassisted; and WHEREAS, the Board of Supervisors of the Capron Trails Community Development District ( District ) hereby approve an agreement with the State of Florida, Division of Emergency Management, concerning the Statewide Mutual Aid Agreement; and WHEREAS, the Florida Department of Emergency Management requires an independent special district to participate in the Statewide Mutual Aid Agreement to be eligible for funds under Administrative Rule 27P-19, Base Funding for County Emergency Management Agencies and Municipal Competitive Grant and Loan Programs; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT, STATE OF FLORIDA, THAT: Section 1. The above recitals are hereby adopted. Section 2. That execution of the attached revised Statewide Mutual Aid Agreement is hereby authorized, and the Agreement is hereby approved. PASSED, ADOPTED and EFFECTIVE this 18 th day of June, ATTEST: CAPRON TRAILS COMMUNITY DEVELOPMENT DISTRICT, FLORIDA By: Secretary/Assistant Secretary By: Chairperson/Vice Chairperson Page 11

14 STATEWIDE MUTUAL AID AGREEMENT TO BE DISTRIBUTED UNDER SEPARATE COVER Page 12

15 AAI File No April 2, 2018 Capron Trail Community Development District 2501A Burns Road Palm Beach Gardens, Florida Attention: Mr. Todd R. Wodraska YEAR 2018 RESERVOIR INSPECTION REPORT CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT ST LUCIE COUNTY, FLORIDA On March 22, 2018, the undersigned conducted a formal Year 2017 inspection of Reservoirs 1 and 2, and Wetland Preserves 1 and 2 of the Capron Trail Community Development District located in St. Lucie County, Florida. The inspection was made in the company of Mr. Craig Ford of AECOM shortly after the downstream slopes of the levees had been mowed. Following is a description of conditions observed during our inspections, including items which need to be addressed as part of the regular maintenance program for the reservoirs. We recommend that this work be performed soon to minimize the potential for further deterioration of the adverse conditions. Figure 1 shows a reproduction of an aerial photograph of the reservoirs and preserves. Figure 2 shows a map of the reservoirs and the approximate location of some of the maintenance items listed below. CREST AND INSIDE SLOPE RESERVOIR #1 (SOUTH RESERVOIR) 1. The crests and upper portion of the four levees are in relatively good shape. The soils along the crest are firm and there are no signs of slope failure or cracks. However, there is a critical condition in the southern embankment, where a recent grading attempt has created a windrow of soils along the south edge of the crest (Photo 1); this barrier will concentrate rainfall runoff at a single point and will inevitably create a dangerous, deep gully in the crest. There are both transversal and longitudinal, isolated ruts and depressions on the crest, particularly in the west embankment, such as the ones shown in Photo 2 which are near the south end of this embankment. 2. There is good grass cover on the outside slopes. There is cattail growth in along the inside of the embankments. It is apparent that some erosion effects developed during the previous year, with a general steep slope atop a flat delta which was more evident on the inspection date because of the lower level of water in the reservoir. The western embankment was affected by the erosion effects, particularly near Pump Station 1B. The area around the riser of the south discharge spillway is heavily overgrown. Photo 3 shows typical inside embankment conditions, in this case the southwest corner of the reservoir. 3. At the time of our inspection, the water in the reservoir was below Elevation 27 feet, which is about 5 feet below the crest of the levee. The water elevation gauge is set on the main spillway in the west levee, which discharges into an east-west canal that abuts the reservoir. The levee slope at the west end of this canal is protected with a concrete mat. No sinkholes, pot 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida Phone (561) FAX (561) Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach Page 13

16 AAI File No Capron Trail Reservoir Inspection Report Page-2 holes or depressions were noted above the buried spillway pipe in this levee area. There is no mark by the gauge showing the maximum elevation to be allowed in the reservoir. The gauge needs to be cleaned, which can be accomplished with a brush with a long handle. Photo 1. Windrow in crest of south levee of South Reservoir Photo 2. Ruts at south end of West embankment of South Reservoir Photo 3. Southwest corner of South Res Page 14

17 AAI File No Capron Trail Reservoir Inspection Report Page-3 4. The observation well in the crest just south of the main spillway has been mowed down and covered with thatch; it could not be located. The area within 25 feet south of the spillway and within 5 feet of the inside edge of the crest road should be raked to expose the levee surface. When this observation well is found, the well needs to be provided with a small hood or casing so that it does not protrude above ground and vehicles can travel over it. An embedded bollard or bumper can also be used to protect it. This is not a critical issue; the well always showed that the phreatic line within the levee was satisfactorily low. 5. The emergency morning glory spillway formed by a vertical corrugated metal pipe is located in the northern portion of the eastern levee. The water in the reservoir is about two feet below the rim of the emergency spillway (Photo 4). The area around the spillway is slightly overgrown which limits the discharge capacity of the spillway. The discharge pipe for this emergency spillway is submerged in the eastern perimeter ditch. There are no signs of depressions and sinkholes in this levee area above the spillway discharge pipe. Photo 4. Emergency morning glory spillway. South Reservoir Photo 5. SW corner of Pump Station #2 building Page 15

18 AAI File No Capron Trail Reservoir Inspection Report Page-4 6. Soils under the structure for Pump Station #2 have eroded to the point that there is a gap beneath its concrete slab. The concrete slab has cracked, perhaps in response to the weight of the tank above it and the lack of ground support. See Photo 5. We recommend that the void be filled with soils and/or flowable fill with a compressive strength of at least 1000 psi after setting. Photo 6. Heavily eroded main intake pump discharge area. South Reservoir 7. Severe erosion effects developed during the last year around the main intake pump discharge pipes located near the middle of the north embankment. Photo 6 shows the observed conditions, with reduction of the embankment section and steepening of the exposed slopes. This area needs to be backfilled with well tamped sand to regain the design slope angle and the final slope surface covered with a filter fabric and an 18 inch layer of 6-12 inch diameter rock fragments (rip-rap). OUTER SLOPES. LOWER SECTIONS 8. West Levee a) The toe has recently been provided with an approximately one-foot deep ditch connecting the intake pipes of the toe drains. Most of the toe area is relatively dry, likely due to the combination of dry weather, the slightly lower level of the water in the reservoir and the excavation of the toe ditch. The reworked ditch is occasionally deeper than the level of the slots in the vertical pipe connected to the horizontal toe discharge pipe, which causes a ponding of water in adjacent toe ditch segments (Photo 7); the vertical pipe or the elbow connecting it to the horizontal discharge pipe can be perforated to provide drainage relief. In general, this levee appears to be in great condition, with firm soils above the toe drain. Nevertheless, a section of the west levee exhibits accumulation of moisture and softening of soils along the toe road (Photo 8). This area is between the west crest access ramp and the fourth toe drain to its south. The drains in this embankment segment need to be checked for clogging effects, the toe road needs to be raised by at least six inches and a thin layer of sand should be spread on the slope within five feet of the toe drain. In addition, one of these four drains needs to have its slotted riser pipe replaced. Page 16

19 AAI File No Capron Trail Reservoir Inspection Report Page-5 Photo 7. Drain stand pipe with slots above ponded water. South Reservoir. Photo 8. Saturated toe segment south of west crest access ramp. South Reservoir 9. South Levee a) Most of the downstream slope of this levee is overgrown and impossible to inspect. The brush should be cleared to a point that the toe can be observed. Where accessible, the lower portion of the slope was found in a firm, dry condition. b) The area to the south of the south spillway had a few inches of water. A gauge by the discharge pipe of the south reservoir spillway indicates that the water in the preserve is below Elevation 4.0 feet (Unknown benchmark datum). An effort should be made to clean this gauge. There are no signs of seepage under the discharge pipe and the soils around this point are firm. Page 17

20 AAI File No Capron Trail Reservoir Inspection Report Page Eastern levee a) As with the western levee, the perforations in stand pipes of the toe drain is typically higher than the level of the bottom of the toe drain, so that there is a film of water in the bottom of the toe ditch, but the adjacent slopes are generally firm. b) Rutting is present about 300 feet south of Pump Station 1A, just south of the earth plug that crosses the eastern perimeter ditch (Photo 9). A toe drain is needed at this location. c) There are isolated wet toe areas north of the cross-over embankment d) There is a broken toe drain pipe near the north end of the embankment. e) The northern portion of the levee is relatively dry as compared to the southern section. f) The slopes are relatively dry and firm. Photo 9. Ponded area in East toe road just south of East perimeter ditch cross-over. Photo 10. Depressions by spillway riser at NW corner of South Reservoir. A stake is located by one of the depressions as shown in left side of photo. 11. Northern levee Page 18

21 AAI File No Capron Trail Reservoir Inspection Report Page-7 a) The lower portion of the slopes of the levee are relatively dry and in good shape. b) The access ramp at the Northeast corner of the reservoir is poorly graded and may not be transitable during rainy periods. c) The northwest corner of the outer perimeter road has been regraded and a new spillway system has been installed connecting the western and northern drainage ditches. There are two depressions to the southeast of the spillway that may be the product of a break in a buried pipeline. Photo 10 shows the affected area; we left a stake next to one of the depressions. CREST AND INSIDE SLOPE RESERVOIR #2 (NORTH POND) 12. The crests of the levees around the reservoir are in good shape, with no major ruts or gullies except for a deep, rectangular gouge in the northern embankment near the center of the North embankment. Photo 11. Gouge/rut near the middle of North embankment. North Reservoir 13. The overflow spillway located at the southwest corner of the north section of the reservoir discharges into a canal to the south of the reservoir. There are no sinkholes or depressions between the intake and discharge ends of this pipe. We recommend that the spillway structure inside the reservoir at this location be provided with a staff gauge that marks the maximum operating level in the reservoir. 14. There is generally good cattail growth against the inside slope of the reservoir. It is apparent that there has been some erosion of the uppermost portion of the inside slope of the levee along the west and south sides of the northwestern compartment of the reservoir. 15. The level of the water in the reservoir was at Elevation feet at the time of our inspection. Page 19

22 AAI File No Capron Trail Reservoir Inspection Report Page-8 OUTER SLOPES A ditch has been excavated to a depth of about one foot along all toes of the reservoir. The ditches were found to be generally dry with firm soils by it. The slopes and the toe areas are generally dry and firm as noted below, indicating that seepage across the embankments is nil. 16. Eastern levee The levee is relatively dry and in good shape. Photo 12 shows a portion of this embankment. Photo 12. Middle of the East embankment. North Reservoir 17. Northern levee The levee is in good condition with firm soils above the toe. Photo 13 shows a portion of the outer slope of this embankment. Page 20

23 AAI File No Capron Trail Reservoir Inspection Report Page-9 Photo 13. West portion of the North embankment of North Reservoir 18. Western levee of the Northwestern compartment The levee slope is in good shape. The toe drain needs to be given a branch to cover adjacent, flat areas which remain wet in the embankment segment directly south (within about 150 feet) of Pump Station 7. (Photo 14) shows this wet area. Photo 14. Wet toe area just south of Pump Station 7. North Reservoir 19. Southern levee of the Northwestern compartment The levee slope is in good shape, with firm soils above the toe. Recent maintenance work has been successful in better controlling the slope seepage. 20. Western levee of the Southern compartment The levee slope is in good shape. Photo 15 shows this area. Page 21

24 AAI File No Capron Trail Reservoir Inspection Report Page-10 Photo 15 West embankment of Southern compartment of North Reservoir 21. South levee of the Southern compartment is in good shape with firm soils above the toe. As with the southern levee of the western compartment, recent refurbishing of the toe drain system has been successful. PRESERVE AREAS There were no significant changes in the perimeter parapet berms of both preserves. There are some erosion effects in the north perimeter of the western part of Preserve #2. RECOMMENDATIONS Following are some of the maintenance items that should be accomplished in the immediate future, taking advantage of ongoing dry weather. The crest of the south embankment of the South Reservoir needs to be regraded to remove a soil windrow present along its outside edge. The crest of the South Reservoir needs filling of ruts and shallow depressions with compaction of the fill, particularly in the western embankment. We estimate that about 10 cubic yards of fill will be needed. The inside slope at the discharge pipe crossing of the main intake pumps has been eroded considerably and needs refilling and protection with a rip-rap layer. The toe ditch in the western embankment segment south of the west crest access ramp needs to be reworked after the drain pipes are flushed and provided with slots as needed to drain their contributing toe drain sections. The toe road in this area (First four toe drains south of the ramp) needs to be filled with at least six inches of well compacted sands and the embankment slope (lower few feet) should be given a six-inch sand cover. The toe ditch segment south of the road dike crossing the west drainage ditch needs to be regraded and provided with a toe drain. The overgrown area around the morning glory, emergency corrugated pipe spillway of the South Reservoir needs to be cleared. We recommend the preparation of a formal list of employees with direct responsibility for the operation of the reservoirs during pre-storm and storm conditions and a listing of emergency procedures with regards to the lowering of the water in the reservoirs Page 22

25 AAI File No Capron Trail Reservoir Inspection Report Page-11 Please review the above report for additional maintenance items. Do not hesitate to contact the undersigned if you have any questions or require additional information. ARDAMAN & ASSOCIATES, INC. FL. Certificate of Authorization No This document has been digitally signed and sealed by: Roberto E. Balbis, P.E. Principal Engineer Fla. Reg. No Printed copies of this document are not considered signed and sealed. The signature must be verified on the electronic documents. Attachments: Figure 1 Location Map. Figure 2 Maintenance Items Cc: Mr. Peter May, P.E. & Tom McGowan P.E. (AECOM) Page 23

26 Ardaman & Associates, Inc. Geotechnical, Environmental & Materials Consultants 2200 N. Florida Mango Road, Suite 101 West Palm Beach, Florida Phone: (561) / Fax: (561) RESERVOIR INSPECTION CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT ST. LUCIE COUNTY, FLORIDA LOCATION MAP Figure No. 1 File No.: Prepared By: Date: KF 3/30/18 Page 24

27 Ardaman & Associates, Inc. Geotechnical, Environmental & Materials Consultants 2200 N. Florida Mango Road, Suite 101 West Palm Beach, Florida Phone: (561) / Fax: (561) CRITICAL ITEMS 2018 RESERVOIR INSPECTION CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT ST. LUCIE COUNTY, FLORIDA File No.: Prepared By: K. Ferguson, P.E. Approved By: Roberto Balbis, P.E. Date: 03/30/18 Figure No. 2 N.T.S. 1 CRITICAL ITEMS Page 25

28 Capron Trail Community Development District Financial Report For April 2018 Page 26

29 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT OPERATING FUND APRIL 2018 Year Annual To Date Budget Actual Actual REVENUES 10/1/17-9/30/18 Apr-18 10/1/17-4/30/18 O & M ASSESSMENTS 324, ,970 OTHER INCOME 14, INTEREST INCOME TOTAL REVENUES $ 339,789 $ - $ 325,164 ADMINISTRATIVE EXPENDITURES SUPERVISOR FEES FICA TAXES ENGINEERING 17,000 2,665 7,985 MANAGEMENT FEES 24,000 2,000 14,000 LEGAL FEES 4, AUDIT FEES 5, INSURANCE - LIABILITY 6, ,778 LEGAL ADVERTISING 1, POSTAGE AND DELIVERY OFFICE SUPPLIES/MISCELLANEOUS 1, DUES & SUBSCRIPTIONS WEBSITE MANAGEMENT 1, TOTAL ADMINISTRATIVE EXPENDITURES $ 60,625 $ 4,807 $ 29,118 MAINTENANCE EXPENDITURES MOWING 35, ,803 FUEL & OIL 65, ,781 AQUATIC MAINTENANCE 40, ,589 OPERATIONS MANAGEMENT 37, ,107 ROADWAYS & CULVERTS 10, ,029 CANAL REPAIR & MAINTENANCE 15, ,236 RESERVOIR REPAIR & MAINTENANCE 29, ,300 DRAINAGE ENGINE/PUMP REPAIR & MAINTENANCE 55, ,367 INSURANCE - MAINTENANCE 2, MISCELLANEOUS MAINTENANCE 2, TOTAL MAINTENANCE EXPENDITURES $ 292,010 $ - $ 117,212 TOTAL EXPENDITURES $ 352,635 $ 4,807 $ 146,330 REVENUES LESS EXPENDITURES $ (12,846) $ (4,807) $ 178,834 COUNTY APPRAISER & TAX COLLECTOR FEE (13,577) 0 (12,825) DISCOUNTS FOR EARLY PAYMENTS (13,577) 0 (8,815) EXCESS/ (SHORTFALL) $ (40,000) $ (4,807) $ 157,194 CARRYOVER FROM PRIOR YEAR 40, NET EXCESS/ (SHORTFALL) $ - $ (4,807) $ 157,194 Note: Premier Citrus Management Invoices Received Through February 2018 Bank Balance As Of 4/30/18 $ 403, Accounts Payable As Of 4/30/18 $ 4, Accounts Receivable As Of 4/30/18 $ - Available Funds As Of 4/30/18 $ 398, Page 27

30 Capron Trail Community Development District Balance Sheet As Of April 30, 2018 Operating Fund Debt Service Fund Capital Projects Fund General Fixed Assets Fund Long Term Debt Fund TOTAL ASSETS Current Assets Checking/Savings FSB 403, , Total Checking/Savings 403, , Total Current Assets 403, , Other Assets Investments - Assessment Account Accounts Receivable Land & Land Improvements , , Grass Carp System , , Infrastructure ,062, ,062, Equipment , , Depreciation - Infrastructure ,024, ,024, Depreciation - Equipment , , Amount Available In DSF Amount To Be Provided Total Other Assets , , TOTAL ASSETS 403, , , LIABILITIES & EQUITY Liabilities Current Liabilities Accounts Payable Accounts Payable 4, , Total Accounts Payable 4, , Other Current Liabilities Accrued Expenses Total Other Current Liabilities Total Current Liabilities 4, , Long Term Liabilities Special Assessment Debt (2002) Special Assessment Debt (2008) Total Long Term Liabilities Total Liabilities 4, , Equity Retained Earnings 241, ,029, ,788, Net Income 157, , Current Year Depreciation Expense Investment In Gen Fixed Assets ,556, ,556, Total Equity 398, , , TOTAL LIABILITIES & EQUITY 403, , , Page 28