Boggy Branch Community Development District
3501 Quadrangle Boulevard, Suite 270 | Orlando, FL 32817 - 407-723-5900- FAX 407-723-5901 www.boggybranchcdd.net

The special meeting of the Board of Supervisors of Boggy Branch Community Development District will be held on Thursday, December 7, 2023, at 11:00 am at 14785 Old St. Augustine Road, Suite 3, Jacksonville, FL, 32258. The following is the proposed agenda for this meeting.

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SPECIAL BOARD OF SUPERVISORS’ MEETING AGENDA

Organizational Matters
Call to Order
Roll Call
Public Comment Period [for any members of the public desiring to speak on any proposition before the Board]

General Business Matters

Consideration of Minutes of the October 19, 2023, Board of Supervisors Meeting
Consideration of Supplemental Engineer’s Report for Series 2024
Consideration of Supplemental Assessment Methodology Report for Series 2024 (provided under separate cover)
Consideration of Resolution 2024-01, Assessment Resolution for Series 2024 (provided under separate cover)
Consideration of Resolution 2024-02, Setting Public Hearing on Special Assessments Series 2024
(provided under separate cover)
Consideration of Resolution 2024-03. Election of Officers
Consideration of Resolution 2024-04, Designating Authorized Signatories for the District's Bank Account(s)
Discussion Pertaining to Ryals Creek CDD Interlocal Agreement
Ratification of Purchase Requisition Request Form
Ratification of Requisitions No. 202 – 219 (provided under separate cover)
Ratification of Payment Authorizations Nos. 97 – 101
Review of District Financial Statements

Other Business
Staff Reports
District Counsel
District Engineer
District Manager
Audience Comments

Supervisors Requests
Adjournment

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Minutes of the October 19, 2023 Board of Supervisors Meeting

MINUTES OF MEETING

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT BOARD OF SUPERVISORS’ MEETING MINUTES
Thursday, October 19, 2023 at 12:00 p.m. 14775 Old St. Augustine Road, Suite 3 Jacksonville, FL 32258

Board Members present at roll call in person or via speaker phone:

Kelly White James Stowers Andy Hagan
K.C. Middleton Jon Morris	Chairperson
Vice Chairperson Assistant Secretary Assistant Secretary Assistant Secretary	

(via phone)	
Also, present in person or via phone:	
Vivian Carvalho Venessa Ripoll	District Manager - PFM Group Consulting LLC District Manager - PFM Group Consulting LLC	
(via phone)	
Jorge Jimenez	Asst. District Manager - PFM Group Consulting LLC(via phone) Jennifer Glasgow  District Accountant- PFM Group Consulting LLC  (via phone) Katie Buchanan    District Counsel - Kutak Rock LLP	(via phone)
Sete Zare	Underwritter- MBS Capital Markets (via phone)
Mike Veazey	ICI Homes
Scott Wild	District Engineer- England-Thims & Miller Keith Donnelly	Representative from David Weekley Homes
Nika Hosseini	Representative from Cobb Cole Attorneys at Law

FIRST ORDER OF BUSINESS	Organizational Matters

Call to Order and Roll

The meeting was called to order at 12:01 p.m. Ms. Carvalho proceeded with roll call and confirmed quorum to proceed with the meeting. Those in attendance are outlined above.

Public Comment Period

There were no public comments at this time.

SECOND ORDER OF BUSINESS	General Business Matters

Consideration of Minutes of the July 20, 2023, Board of Supervisors Meeting

The Board reviewed the Minutes of the July 20, 2023 Board of Supervisors’ Meeting.

ON MOTION by Ms. White, seconded by Mr. Hagan, with all in favor, the Board approved the Minutes of the July 20, 2023 Board of Supervisor’s Meeting.

Consideration of FY 2023 Audit Engagement Letter

Ms. Carvalho noted that the engagement letter is in line with what has previously been presented and the cost for service.

ON MOTION by Mr. Hagan, seconded by Mr. Stowers, with all in favor, the Board approved the FY 2023 Audit Engagement Letter.

Ratification of FY 2024 DM Fee Agreement

Ms. Carvalho noted that the fee is reflected in the adopted budget for FY 2024.

ON MOTION by Mr. Hagan, seconded by Mr. Middleton, with all in favor, the Board ratified the FY 2024 DM Fee Agreement.

Ratification of England, Thims & Miller Work Authorization (WA) No.
15	for	General	Consulting Engineering Services

ON MOTION by Mr. Middleton, seconded by Mr. Stowers, with all in favor, the Board ratified England, Thims & Miller WA No. 15 for General Consulting Engineering Services.

Discussion Pertaining to Ryals Creek CDD Interlocal Agreement

Ms. Buchanan stated that the interlocal agreement is likely to be subject to some negotiated changes in the upcoming months in connection with the real estate closing of the Phase 2 lands. No action is required at this point in time.

Ratification of Requisitions Nos. 198 – 201

ON MOTION by Mr. Hagan, seconded by Mr. Middleton, with all in favor, the Board ratified Requisitions Nos. 198 – 201.

Ratification	of	Payment Authorizations Nos. 87 – 96

ON MOTION by Mr. Hagan, seconded by Mr. Middleton, with all in favor, the Board ratified Payment Authorizations Nos. 87 – 96.

Review	of	District	Financial Statements

The Board reviewed the District Financial Statements as of September 30, 2023.

THIRD ORDER OF BUSINESS	Other Business

Staff Reports
District Counsel – Ms. Buchanan confirmed that the transfer of landscape maintenance to Ryals Creek in connections with Generations Avenue has happened. Boggy Branch will no longer pay for the landscape. She also announced Kutak Rock’s resignation of legal representation for the District as of December 1, 2023.

Ms. Carvalho stated that the District had received an engagement letter from Cobb Cole Attorneys at Law for District Counsel services.

ON MOTION by Mr. Hagan, seconded by Ms. White, with all in favor, the Board accepted the engagement letter from Cobb Cole Attorneys at Law for District Counsel services.

District Engineer – No report.

District Manager – Ms. Carvalho stated that the next meeting is scheduled for January 18, 2024 at 12:00 p.m.

Audience	Comments	and Supervisors Requests

Ms. White asked that the Board consider the MBS Capital Markets engagement letter in substantial form and not to exceed the amount stated in the letter.

ON MOTION by Ms. White, seconded by Mr. Hagan, with all in favor, the Board approved the MBS Capital Markets engagement letter in substantial form, subject to final sign off by the District Chair.

A resident asked what the process is for when homeowners discover issues in the community, such as broken sprinkler heads and who to report these type of items. The resident was instructed that Leland Management should be contacted for those issues. He also asked about the long term plan pertaining to the drainage on the roads and mentioned the amount of the debris on the side of the roads. He also asked about the Amenity Center and who’s in charge of what is happening with it, Mr. Veazey provided an update. Ms. White noted that the Amenity Center, while under construction, is under the Developer Contribution before it is acquired by the District.

FOURTH ORDER OF BUSINESS	Adjournment

There were no additional items to discuss. Ms. Carvalho requested a motion to adjourn.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the October 19, 2023 Board of Supervisors’ Meeting of the Boggy Branch Community Development District was adjourned at 12:26 p.m.

Secretary/Assistant Secretary	Chairperson/Vice Chairperson

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Supplemental Engineer’s Report for Series 2024

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
SECOND SUPPLEMENTAL ENGINEER’S REPORT TO THE CAPITAL IMPROVEMENT PLAN

Prepared for

Board of Supervisors Boggy Branch
Community Development District

Prepared by
England-Thims & Miller, Inc. 14775 Old St. Augustine Road Jacksonville, Florida 32258
904-642-8990

E 19-115-03-011	November 29, 2023

BACKGROUND

The Boggy Branch Community Development District (The “Boggy Branch CDD” or the “District”) is a 557 ± acre community development district located in Duval County, Florida. (See Plate 1, Location Map). The land within the District is currently a partially developed parcel within the SEQ PUD, as defined further herein. The authorized land uses within the District include residential development as well as open space and recreational amenities. The District is planned to be developed in phases over time; these phases are intended to function as a single, interrelated community. The full development within the Boggy Branch CDD boundaries will include approximately:

TYPE	Area (Acres)	Residential Units	
Residential	481.6	1,569	
Amenity Village	30.8	0	
Neighborhood Parks System	9.0	0	
Wetlands	32.6	0	
Upland Buffer	2.6	0	
TOTALS	556.6	1,569	

The capital improvement program (“CIP”) is bifurcated into two (2) categories consisting of Shared Master Infrastructure and Residential Master Infrastructure. The Shared Master Infrastructure is that portion of the CIP related to the construction of certain Transportation Management Area (TMA) roadways and other infrastructure that will provide mutual benefit to the lands within both the Ryals Creek CDD and Boggy Branch CDD’s boundaries (the “TMA Roadway Improvements”). The second phase of the CIP is estimated to cost approximately $49,696,000 and includes only the Residential Master Infrastructure costs allocable to Phase 2 of the District (the "Phase 2 Project"). No Shared Master Infrastructure costs are applicable to Phase 2. The purpose of this Supplemental Engineer’s Report is to describe the Phase 2 Project and the associated infrastructure improvements for the Phase 2 Project and is meant to supplement the Master Engineer’s Report dated March 3, 2020 which describes the CIP for the District. Summaries of the proposed Phase 2 Project and corresponding cost estimates are detailed in Table 1A.

For the Phase 1 Project, the Developer funded certain improvements that were not funded with the proceeds of the Series 2021 Bonds. These include costs already expended by the Developer within the Phase 1 Project and are subject to reimbursement. These improvements and corresponding costs are detailed in Table 1B. The improvements consisted of TMA Phase 1A, which has been completed and accepted by the City and Jacksonville and JEA. The plat that includes the TMA Phase 1A improvements has been recorded.

Phase 2 of the District is located southerly of the Phase 1 project. Phase 2 lands of the District consist of 139.84 acres and is planned for 467 residential units. The currently proposed development program for the Phase 2 lands of the District is presented below.

UNIT TYPE	NUMBER OF UNITS (PHASE 1)	NUMBER OF UNITS (PHASE 2)	
FUTURE	
TOTAL	
Townhome/High Density	34	0	321	355	
SF 40’	71	172	36	279	
SF 50’	150	145	116	411	
SF 60’	171	137	60	368	
SF 70’	60	13	86	159	
TOTALS	486	467	619	1,572	

Phase 2 of the District is part of the 1,068-acre tract that received zoning approval from the City of Jacksonville as a mixed-use planned unit development (the “SEQ PUD”). Further, Phase 2 of the District lands is under the jurisdiction of St. Johns River Water Management District (SJRWMD), U.S. Army Corps of Engineers (USACOE) and the Florida Department of Environmental Protection (FDEP). Design and permitting for the improvements for Phase 2 of the District is underway, as shown below:

Phase 2 Design and Permitting	
ITEM	ESTIMATED AGENCY APPROVAL DATE	
1. U.S. Army Corps of Engineers	Issued	
2. SJRWMD – ERP	12/31/23	
3. JEA	12/31/23	
4. FDEP – Sewer and Water	12/31/23	
5. COJ DMG	12/31/23	

A jurisdictional wetland delineation for the entire property within the District has been completed and approved by the St. Johns River Water Management District (SJRWMD) and U.S. Army Corps of Engineers (USACOE). A SJRWMD permit has been obtained for mass grading improvements. SJRWMD permits will be obtained for the subsequent phases of the residential development portions of the project. Construction plan approvals from City of Jacksonville will be obtained for the residential development portions of the property by phases, which is currently anticipated to total 1,572 residential units. Construction of the Phase 2 improvements is currently anticipated to begin in January, 2024. There is a reasonable expectation that the required permits for the District improvements are obtainable, however, all permits are subject to final agency action.

Cost estimates contained in this report are based upon a contractor estimate for Phase 2A. England, Thims & Miller, Inc. believes the estimates to be accurate based upon the available information, however, actual costs will vary based on final contractor bids.

PROJECT PHASING

The overall Project will be built in a series of phases. The phasing of the project allows the clearing, earthwork, stormwater management systems, roadways, alleys, utilities, entry features, recreational areas, landscaping, sidewalks and paths to be constructed as needed throughout the build-out of the District. The Project has been designed in such a manner so that Phase 2 can be developed and be self-sufficient, completely separate from Phase 3 which is not currently owned by the Developer.

TABLE 1A
PHASE 2 PROJECT INFRASTRUCTURE SUMMARY OF COSTS

Phase 2
Infrastructure	Project Costs
 	
Residential Master Infrastructure	
Boulevard Roads		$ 9,615,000	
Residential Roads		$14,034,000	
Alleys		$ 5,595,000	
Stormwater Management Facilities		$ 8,189,000	
Water/Reuse Distribution/Sanitary Sewer		$ 5,755,000	
Signage and Striping		$	142,000	
Mobilization/As-Builts/Erosion Control			$ 6,366,000		
TOTAL			$49,696,000		

TABLE 1B
PHASE 1 PROJECT INFRASTRUCTURE SUMMARY OF COSTS
(Existing Phase 1 Infrastructure Improvement Costs that were Advance Funded by Developer)
Phase 1
Infrastructure	Project Costs
 	
Residential Master Infrastructure	
Boulevard Roads		$1,401,000	
Residential Roads		$2,045,000	
Alleys		$  815,000	
Stormwater Management Facilities		$1,193,000	
Water/Reuse Distribution/Sanitary Sewer		$  838,000	
Signage and Striping		$	21,000	
Mobilization/As-Builts/Erosion Control			$  927,000		
TOTAL		$7,240,000	

RESIDENTIAL MASTER INFRASTRUCTURE IMPROVEMENTS

The District currently intends to finance, design and construct certain infrastructure improvements for the residential development within the District boundaries. The improvements include complete construction of the basic infrastructure for each neighborhood, including but not limited to: clearing and grubbing, earthwork, amenities, entry features, water, reuse and sewer underground utility construction, drainage, stormwater management, grassing, sodding, JEA underground electrical conduit and neighborhood street lighting. Refer to Plates 6-11 for the Neighborhood Infrastructure Improvements.

The cost estimate for the roadways and alleys included for the residential master infrastructure improvements is based upon curb and gutter section roadways with variable pavement widths, within variable width rights-of-way. The clearing, grubbing and earthwork estimates include all work necessary for the complete right-of-way area, and include utility easements for underground electrical conduit for roadway street lighting. Disturbed areas within the rights-of-way, which are outside of the paved areas, will be sodded and/or seeded and grassed in order to provide erosion and sediment control in accordance with City of Jacksonville standards.

Stormwater management cost estimates included in the residential master infrastructure improvements provide for the attenuation and treatment of stormwater runoff from the project roadways in accordance with St. Johns River Water Management District and City of Jacksonville standards. Costs include detention pond construction, outfall control structures, and any site fill required to provide a complete stormwater management system.

Water, sewer and reuse cost estimates included in the residential master infrastructure improvements consist of the underground water and reuse transmission systems and wastewater (sewer) collection system serving the development. Costs include piping, manholes, valves, services, and all appurtenances required in order to construct the system in accordance with JEA and Florida Department of Environmental Protection standards.

The residential master infrastructure improvements shall be designed and constructed to City of Jacksonville, JEA, Florida Department of Environmental Protection, and St. Johns River Water Management District standards. Roadways shall be owned and maintained by the City of Jacksonville. Water, reuse and sewer facilities shall be owned and maintained by JEA. The neighborhood street lighting shall be owned and operated by JEA, and the electrical cost to operate it is presently expected to be paid by the City of Jacksonville. The District shall maintain stormwater management improvements.

BASIS OF COST ESTIMATE FOR RESIDENTIAL MASTER INFRASTRUCTURE IMPROVEMENTS

The following is the basis for the residential master infrastructure cost estimates:

Costs utilized were obtained using contractor pricing for Phase 2A.

Water and Sewer Facilities are designed in accordance with JEA and FDEP standards.

The stormwater management system was designed pursuant to SJRWMD and City of Jacksonville standards.

The engineering, permitting, construction inspection and other soft cost fees have been included in the estimated cost.

For the purpose of this report, a 10% contingency factor and 10% for soft cost have been included for neighborhood master infrastructure.

England-Thims & Miller, Inc. believes the enclosed estimates to be accurate based upon the available information, however, actual costs will vary based upon final contractor bids.

Costs have been included for street lighting and electrical conduit on all roadways in accordance with JEA standards.

APPENDIX
Description

Plate No.

Location Map
District Boundary
District Legal Description
Phase 2 Boundary
5A-5D	Phase 2 Legal Description
Neighborhood Roads and Alleys
Water Distribution System
Sanitary Sewer Collection System
Reuse Distribution System
Stormwater Management Facilities
Master Plan

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

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VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

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BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

A portion of Sections 16 and 17, Township 3 South, Range 28 East, Duval County, Florida, being a portion of those lands described and recorded in Official Records Book 17036, page 2398, of the current Public Records of said county, being more particularly described as follows:

For a Point of Beginning, commence at the Southeasterly corner of said Section 17, thence South 88°15'27" West, along the Southerly line of said Section 17, a distance of 268.53 feet; thence North 01'44'33" West, departing said Southerly line, 141.57 feet; thence North 85"41'13" West, 241.67 feet to the point of curvature of a curve concave Southerly having a radius of 2000.00 feet; thence Westerly along the arc of said curve, through a central angle of 06"08'51 ", an arc length of 214.59 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 88°45'39" West, 214.48 feet; thence Due North, 2379.25 feet; thence Due East, 900.86 feet; thence North 03"28'08"

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East, 45.63 feet to a point on a curve concave Westerly having a radius of 1000.00 feet; thence Northerly along the arc of said curve, through a central angle of 23"00'46", an arc length of 401.65 feet to a point of reverse curvature, said arc being subtended by a chord bearing and distance of North 08"02'15" West, 398.95 feet; thence Northerly along the arc of a curve concave Easterly having a radius of 1000.00 feet, through a central angle of 47'11 '47", an arc length of 823.73 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 04'03'15" East, 800.64 feet; thence Southeasterly along the arc of a curve concave Northeasterly having a radius of
500.00 feet, through a central angle of 13°18'17", an arc length of 116.11 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 62'15'25" East, 115.85 feet; thence South 68'54'33" East, 32.07 feet to the point of curvature of a curve concave Northerly having a radius of 985.00 feet; thence Easterly along the arc of said curve, through a central angle of 62"11 '46", an arc length of 1069.25 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 79'59'33" East, 1017.51 feet; thence North 48'53'40" East, 248.66 feet to the point of curvature of a curve concave
Southeasterly having a radius of 460.00 feet; thence Northeasterly along the arc of said curve, through a central angle of 20'12'00", an arc length of 162.18 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 58'59'41" East, 161.34 feet; thence South 19"55'14" East,
184.59 feet to the point of curvature of a curve concave Northeasterly having a radius of 1000.00 feet; thence Southeasterly along the arc of said curve, through a central angle of 17'29'38", an arc length of 305.33 feet to a point on said curve, said arc being subtended by a chord bearing and distance of South 28'40'03" East, 304.14 feet; thence North 51"02'54" East, 134.63 feet to the point of curvature of a curve concave Southeasterly having a radius of 1718.50 feet; thence Northeasterly along the arc of said curve, through a central angle

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of 32"04'51 ", an arc length of 962.22 feet to a point of reverse curvature, said arc being by a chord bearing and distance of North 67'05'20" East, 949.70 feet; thence Easterly along the arc of a curve concave Northerly having a radius of
731.50 feet, through a central angle of 08"30'41 ", an arc length of 108.67 feet
to a point on said curve, said arc being subtended by a chord bearing and distance of North 78'52'25" East, 108.57 feet; thence South 15"22'56" East,
48.50 feet to a point on a curve concave Northerly having a radius of 780.00 feet; thence Easterly along the arc of a said curve, through a central angle of 04"26'06", an arc length of 60.38 feet to a point on said curve, said arc being subtended by a chord bearing a distance of North 72"24'01" East, 60.36 feet; thence South 29'44'09" East, 78.04 feet; thence North 56'48'40" East, 205.79 feet; thence North 39"29'40" East, 312.89 feet; thence North 74'06'23" East,
375.50 feet; thence South 82"31'23" East, 246.53 feet; thence North 89"57'01" East, 339.18 feet; thence North 18"25'21" West, 771.56 feet to a point lying on the Southerly limited access right of way line of J. Turner Boulevard, State Road No. 202, a variable width limited access right of way as presently established; thence Easterly, along said Southerly limited access right of way line the following 3 courses: Course 1, thence South 86'54'32" East, 100.45 feet to a point on a curve concave Northerly having a radius of 4733.66 feet; Course 2, thence Easterly along the arc of said curve, through a central angle of 04"32'32", an arc length of 375.27 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of South 88°41 '55" East, 375.17 feet; Course 3, thence North 89'01 '49" East, 676.51 feet to its intersection with the Easterly line of said Section 16; thence South 00'50'17" East, departing said Southerly limited access right of way line and along said Easterly line, 5223.69 feet to the Southeasterly corner thereof; thence South 89"58'23" West, along the Southerly line of said Section 16, a distance of 5340.42 feet to the Point of Beginning.

Containing 556.56 acres, more or less.

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VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.
14775 Old St. Augustine Road, Jacksonville, FL 32258 TEL: (904) 642-8990, FAX: (904) 646-9485
CA - 00002584 LC - 0000316

PHASE 2 BOUNDARY
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
DUVAL COUNTY.,_ FLORIDA

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ETM NO.  19-115-03-11	0 I
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DRAWN BY: DGS	lO
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DATE: NOVEMBER 2023	i
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PLATE NO.	4	/
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November 17, 2023	Work Order No. 23-394.00 File No. 129H-21.00A

SEQ Seven Pines Phase 2 Boundary

A portion of Section 16, Township 3 South, Range 28 East, Duval County, Florido, also being o portion of those lands described and recorded in Official Records Book 17036, page 2398, of the current Public Records of said county, being more particularly described as follows:

For o Point of Reference, commence at the Southwest corner of said Section 16, thence North 89"58'23" East, along the Southerly line of said Section 16, o distance of 1565.26 feet to the Point of Beginning.

From said Point of Beginning, thence North 00'01'38" West, deporting said Southerly line of Section 16, o distance of 118.18 feet to o point on o non-tangent curve concave Northwesterly having o radius of 848.50 feet;
thence Northeasterly along the ore of said curve, through o central angle of 30'47'47", on ore length of 456.07 feet to the point of tangency of said curve, said ore being subtended by a chord bearing and distance of North 52"07'38" East, 450.60 feet; thence North 36"43'45" East, 71.13 feet to the point of curvature of o curve concave Southeasterly having o radius of 25.00 feet; thence Northeasterly along the ore of said curve, through o central angle of 20"14'56", on ore length of 8.84 feet to o point on said curve, said arc being subtended by a chord bearing and distance of North 46'51'12" East, 8.79 feet;
thence North 53'16'15" West, along a non-tangent line, 99.14 feet to a point on a non-tangent curve concave Westerly having a radius of 25.00 feet; thence Northerly along the ore of said curve, through o central angle of 38'20'35", on arc length of 16.73 feet to o point of reverse curvature, said arc being subtended by a chord bearing and distance of North 05'01'02" East, 16.42 feet; thence Northerly along the arc of a curve concave Easterly having a radius of
91.50 feet, through o central angle of 54'53'24", on ore length of 87.66 feet to a point of reverse curvature, said ore being subtended by o chord bearing and distance of North 13'17'27" East, 84.34 feet;  thence Northerly along the arc of a curve concave Westerly having a radius of 25.00 feet, through a central angle

thence North 21'05'36" West, 260.00 feet; thence North 68'54'24" East, 20.00 feet; thence North 21'05'36" West, 488.70 feet to a point on a non-tangent curve concave Northerly having a radius of 1029.50 feet; thence Westerly along the ore of said curve, through o central angle of 02'07'46", on arc length of
38.26 feet to o point on said curve, said ore being subtended by o chord
bearing and distance of South 68'45'51" West, 38.26 feet; thence North 20'10'16" West, along o non-tangent line, 223.00 feet to a point on o
non-tangent curve concave Northwesterly having a radius of 819.77 feet; thence
Northeasterly along the arc of said curve, through a central angle of 12'23'15", an arc length of 177.24 feet to a point of compound curvature, said arc being subtended by a chord bearing and distance of North 63'36'24" East, 176.89 feet; thence Northeasterly along the arc of o curve concave Northwesterly having a radius of 25.00 feet, through a central angle of 72'01'00", an arc length of 31.42 feet to the point of tangency of said curve, said arc being subtended by a chord bearing and distance of North 22'35'18" East, 29.40 feet; thence North 13'25'12" West, 12.12 feet; thence North 76'34'48" East, 76.71
feet to a point lying on the Southerly boundary line of SEQ Residential Phase 1 A, as recorded in Plot Book 78, page 148 of said current Public Records; thence along said boundary line the following 7 courses: Course 1, thence
Easterly along o non-tangent curve concave Northerly having a radius of 25.00 feet, through a central angle of 37'21'05", on ore length of 16.30 feet to the point of tangency of said curve, said ore being subtended by a chord bearing and distance of North 77'16'20" East, 16.01 feet; Course 2, thence North 53·35'43" East, 180.80 feet to the point of curvature of a curve concave Southerly having a radius of 743.50 feet; Course 3, thence Easterly along the ore of said curve, through o central angle of 36'21'47", on ore length of 471.87 feet to the point of tangency of said curve, said ore being subtended by a chord bearing and distance of North 76"46'41" East, 463.99 feet; Course 4, thence South 85'02'25" East, 186.24 feet to o point on o non-tangent curve concave Northerly having o radius of 507.86 feet; Course 5, thence Easterly along the ore of said curve, through o central angle of 09'21'21", an ore length of 82.93 feet to o point on said curve, said arc being subtended by o chord bearing and distance of South 89'01'00" East, 82.83 feet; Course 6, thence South 03'48'30" East, along o non-tangent line, 83.00 feet to o point on a

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of 61'49' 45", on arc length of 26.98 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of North

non-tangent curve concave Southwesterly having a radius of 25.00 feet; Course	/
7, thence Southeasterly along the arc of said curve, through a central angle of
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84'01'35", an ore length of 36.66 feet to o point of reverse curvature, said	X

09'49'16" East, 25.69 feet; thence North 21'05'36" West, 230.20 feet to the point of curvature of a curve concave Southwesterly having a radius of 25.00 feet; thence Northwesterly along the arc of said curve, through a central angle of 90'00'00", on arc length of 39.27 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of North

point lying on the Southerly boundary of SEQ Residential Phase 1 B, Parcel "A", as recorded in Plot Book 80, page 35 of said current Public Records, said ore being subtended by a chord bearing and distance of South 51'47'43" East,
33.47 feet; thence along said boundary line of SEQ Residential Phase 1 B, Parcel

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66'05'36" West, 35.36 feet; thence South 68'54'24" West, 137.78 feet; thence
North 21 '05'36" West, 60.00 feet; thence North 68'54'24" East, 12.28 feet;

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"A", the following 22 courses: Course 1, thence Southerly deporting said	0

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boundary line of SEQ Residential Phase 1 A and along the arc of o curve	Q)

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concave Easterly having a radius of 535.00 feet, through a central angle of	D
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19 115 03 11

PHASE 2  LEGAL DESCRIPTION	ETM NO.	-	-	-

I

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.
14775 Old St. Augustine Road, Jacksonville, FL 32258

DRAWN BY:  DGS	;e
/
0
BOGGY  BRANCH  COMMUNITY  DEVELOPMENT  DISTRICT	DATE: NOVEMBER 2023
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TEL: (904) 642-8990, FAX: (904) 646-9485	DUVAL COUNTY FLORIDA	PLATE NO0
CA - 00002584 LC - 0000316	'

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08'56°52", on ore length of 83.55 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of South 14'15°22" East, 83.46 feet; Course 2, thence Southwesterly along the ore of o curve concave

Course 17, thence North 64'02'42" East, 97.00 feet to o point on o
non-tangent curve concave Easterly having o radius of 15.00 feet; Course 18, thence Northerly along the ore of said curve, through o central angle of

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Northwesterly h	o radius of 15.00 feet, through o central angle of
93'08°37", on ore length of 24.38 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 27'50°31" West, 21.79 feet; Course 3, thence South 15'35°10" East, along o non-ton gent line, 20.00 feet; Course 4, thence North 74'24°50" East, 5.05 feet to the point of curvature of o curve concave Southwesterly having o radius of 15.00 feet; Course 5, thence Southeasterly along the ore of said curve, through o central angle of 81'37'09", on ore length of 21.37 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of South 64'46°36" East, 19.61 feet; Course 6, thence Southeasterly along the ore of o curve concave Northeasterly having o radius of 535.00 feet, through o central angle of 02'25'27", on ore length of 22.64 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 25'10°44" East, 22.63 feet; Course 7, thence North 64'02'42" East, along a non-tangent line, 64.98 feet to a point
on a non-tangent curve concave Southeasterly having a radius of 15.00 feet;
Course 8, thence Northeasterly along the arc of said curve, through a central angle of 101'18°41", on ore length of 26.52 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 24'42°02" East, 23.20 feet; Course 9, thence Easterly along the ore of o curve concave Northerly having a radius of 714.93 feet, through a central angle of 07'08°03", an ore length of 89.02 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 71'47'21" East, 88.96 feet; Course 10, thence Easterly along the ore of o curve concave Southerly	o radius of 15.00 feet, through o central angle of 85'49°22", on ore length of
22.47 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of South 68"51 '59" East, 20.43 feet; Course 11, thence South 25'57'18" East, 17.99 feet; Course 12, thence North 64'02'42" East, 20.00 feet to o point on o non-tangent curve concave Southeasterly having o radius of 15.00 feet; Course 13, thence Northeasterly along the ore of said curve, through o central angle of 114'11°25", on ore length of 29.89 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 31'08'24" East, 25.19 feet; Course 14, thence Easterly along the arc of o curve concave Northerly having o radius of 431.50 feet, through o central angle of 12'10°24", on ore length of 91.68 feet to o point of reverse curvature, said ore being subtended by a chord bearing and distance of North 82'08'55" East, 91.51 feet; Course 15, thence Southeasterly along the arc of a curve concave Southwesterly having a radius of 15.00 feet, through a central angle of 77'58°59", on ore length of 20.42 feet to the point of tangency of

85"37'41", on ore length of 22.42 feet to o point of revere curvature, said ore
being subtended by o chord bearing and distance of North 16'51'32" East, 20.39 feet; Course 19, thence Northeasterly along the ore of o curve concave Northwesterly having o radius of 431.50 feet, through o central angle of 06'26°04", on ore length of 48.46 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 56'27'21" East, 48.43 feet; Course 20, thence Northeasterly along the ore of o curve concave Southeasterly having o radius of 90.00 feet, through o central angle of
13'51'44", on ore length of 21.77 feet to the point of tangency of soid curve, said ore being subtended by o chord bearing and distance of North 60'10'11" East, 21.72 feet; Course 21, thence North 67'06°02" East, 33.05 feet to the point of curvature of o curve concave Southwesterly having o radius of 15.00 feet; Course 22, thence Southeasterly along the ore of said curve, through o central angle of 92'25'09", on ore length of 24.20 feet to the point of tangency of said curve, said point lying on the Southerly boundary line of those lands described and recorded in Official Records Book 19523, page 1562 of said current Public Records, said ore being subtended by o chord bearing and distance of South 66'41'23" East, 21.66 feet; thence along said Southerly boundary line of Official Records Book 19523, page 1562, the following 9
courses: Course 1, thence South 20'28' 48" East, departing said boundary line of SEQ Residential Phase 18, Parcel "A", a distance of 155.76 feet to the point of curvature of a curve concave Westerly having a radius of 918.50 feet; Course 2, thence Southerly along the ore of said curve, through o central angle of 19'45°48", on ore length of 316.82 feet to o point of compound curvature, said arc being subtended by a chord bearing and distance of South 10'35'54" East,
315.25 feet; Course 3, thence Southwesterly along the arc of a curve concave Northwesterly having a radius of 15.00 feet, through a central angle of 92'51'18", on ore length of 24.31 feet to o point on said curve, said ore being
subtended by o chord	and distance of South 45'42°38" West, 21.74 feet;
Course 4, thence South 02'08°17" West, 60.00 feet to o point on o
non-tangent curve concave Southwesterly having o radius of 15.00 feet; Course 5, thence Southeasterly along the ore of said curve, through o central angle of 92'51°18", on ore length of 24.31 feet to o point of compound curvature, said ore being subtended by o chord bearing and distance of South 41'26°04" East,
21.74 feet; Course 6, thence Southerly along the ore of o curve concave Westerly having o radius of 918.50 feet, through o central angle of 30'34°20",
on ore length of 490.10 feet to o point on said curve, said ore being subtended
by o chord bearing and distance of South 20'16'45" West, 484.31 feet; Course

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said curve, said ore being subtended by o chord bearing and distance of South
64'56'48" East, 18.88 feet; Course 16, thence South 25'57'18" East, 8.49 feet;

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7, thence South 54"26°01" East, along o non-tangent line, 20.00 feet to o point	0

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on o non-tangent curve concave Southerly having o radius of 15.00 feet;	Q)

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Course 8, thence Easterly along the ore of said curve, through o central angle	D
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PHASE 2 LEGAL DESCRIPTION

19 115 03 11

ETM NO.

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I

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.
14775 Old St. Augustine Road, Jacksonville, FL 32258

DRAWN BY:  DGS	;e
/
0
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT	DATE: NOVEMBER 2023
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TEL: (904) 642-8990, FAX: (904) 646-9485	DUVAL COUNTY  FLORIDA	PLATE NO0
CA - 00002584 LC - 0000316	'

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of 88'29°55", on ore length of 23.17 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of North 79"48°52" East, 20.93 feet; Course 9, thence South 55'56°10" East, 127.08 feet to the point of curvature of o curve concave Southwesterly having o radius of
370.00 feet; thence Southeasterly continuing along lost said boundary line, along said Southerly boundary line of SEQ Residential Phase 16, Parcel "A", and along the ore of said curve, through o central angle of 07'08°35", on ore length of
46.13 feet to o point of compound curvature,  said ore being subtended by o
chord bearing and distance of South 52'21'53" East, 46.10 feet; thence continue along said Southerly boundary line of SEQ Residential Phase 16, Parcel "A", the following 21 courses: Course 1, thence Southerly along o non-tangent curve concave Westerly	o radius of 15.00 feet, through o central	e of 97'16°45", on ore length of 25.47 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 00'09°13" East, 22.52 feet; Course 2, thence South 48'29'24" West, along o non-tangent line, 5.68 feet; Course 3, thence South 41 '30°36" East, 65.00 feet; Course 4, thence North 48'29'24" East, 5.00 feet to the point of curvature of o curve concave Southerly having o radius of 15.00 feet; Course 5, thence Easterly along the ore of said curve, through o central angle of 98'05°46", on ore length of 25.68 feet to o point on said curve, said ore being subtended by a chord bearing and distance of South 82'27'43" East, 22.66 feet; Course 6, thence North 56'35'10" East, along o non-tangent line, 20.00 feet to a point on o non-tangent curve concave Southwesterly having o radius of 390.00 feet; Course 7, thence Northwesterly along the ore of said curve, through o central angle of 01'00°18", an ore length of 6.84 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 33'54'59" West, 6.84 feet; Course 8, thence Northerly along the ore of o curve concave Easterly having o radius of 15.00 feet,  through  o  central  angle  of  82'54°32",  on ore length  of
21.71 feet to the point of tangency of said curve, said ore being subtended by
a chord bearing and distance of North 07'02°08" East, 19.86 feet; Course 9, thence North 48'29°24" East, 79.37 feet to the point of curvature of o curve concave Southerly having o radius of 25.00 feet; Course 10, thence Easterly along the ore of said curve, through o central angle of 97'06°23", on ore length of 42.37 feet to o point on said curve, said ore being subtended by o chord

subtended by o chord bearing and distance of North 06'23'01" East, 33.53 feet; Course 14, thence North 48'29°24" East, 127.36 feet;  Course 15, thence South
41 '30°36" East, 86.00 feet;  Course 16, thence North 48'29°24" East, 76.00 feet;
Course 17, thence North 41'30°36" West, 86.00 feet; Course 18, thence North 48'29'24" East, 231.96 feet to the point of curvature of o curve concave Southerly having o radius of 25.00 feet; Course 19, thence Easterly along the ore of said curve, through o central angle of 90'00°00", on ore length of 39.27 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 86'30'36" East, 35.36 feet; Course 20, thence North 48"29°24"  East,  along  o  non-tangent  line,  60.00  feet  to  o  point  on  o non-tangent curve concave Easterly having o radius of 25.00 feet; Course 21, thence Northerly along the ore of said curve, through o central angle of 90'00'00", on ore length of 39.27 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of North 03'29°24" East, 35.36 feet; thence North 48'29°24" East, continuing along said Southerly boundary line of SEQ Residential Phase 1B, Parcel "A", and along said Southerly
boundary line of Official Records Book 19523, page 1562, o distance of 340.00
feet; thence continue along said Southerly boundary line of Official Records Book 19523, page 1562, the following 15 courses: Course 1, thence Easterly along the ore of o curve concave Southerly having o radius of 25.00 feet, through o central angle of 90'00°00", on ore length of 39.27 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 86'30°36" East, 35.36 feet; Course 2, thence North 48"29°24" East, along o non-tangent line, 60.00 feet to o point on a non-tangent curve concave Easterly having o radius of 25.00 feet; Course 3, thence Northerly along the ore of said curve, through o central angle of 90'00°00", an arc length of 39.27 feet to the point of tangency of said curve, said ore being subtended by o chord bearing and distance of North 03"29°24" East, 35.36 feet; Course 4, thence North 48'29°24" East, 220.00 feet to the point of curvature of a curve concave Southerly having a radius of 25.00 feet; Course 5, thence Easterly along the ore of said curve, through o central angle of 90'00°00", on ore length of 39.27 feet to o point on said curve, said ore being subtended by o chord bearing and distance of South 86'30'36" East, 35.36 feet; Course 6, thence North 48'29'24" East, along o non-tangent line, 60.00 feet to o point on o non-tangent curve

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bearing and distance of South 82'57'25" East, 37.48 feet; Course 11, thence
North 55·35'47" East, along o non-tangent line, 60.00 feet to o point on o non-tangent  curve  concave  Southwesterly  having  o  radius  of  570.00  feet;

concave  Easterly  having  o  radius  of  25.00  feet;  Course  7,  thence  Northerly	/
along the ore of said curve, through o central angle of 90'00°00", on ore length

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of 39.27 feet to the point of tangency of said curve, said ore being subtended	X

Course 12, thence Northwesterly along the ore of said curve, through o central angle of 01'19'08", on ore length of 13.12 feet to o point of reverse curvature, said ore being subtended by o chord bearing and distance of North 35'03'47" West, 13.12 feet; Course 13, thence Northerly along the ore of o curve concave

by o chord bearing and distance of North 03'29'24" East, 35.36 feet; Course 8, thence North 48'29°24" East, 210.00 feet to the point of curvature of o curve concave Southerly having o radius of 25.00 feet; Course 9, thence Easterly along the ore of said curve, through o central angle of 90'00'00", on arc length

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Easterly having o radius of 25.00 feet, through o central angle of 84'12' 45", on
arc length of 36.74 feet to the point of tangency of said curve, said ore being

of 39.27 feet to the point of tangency of said curve, said ore being subtended	0
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by o chord bearing and distance of South 86'30°36" East, 35.36  feet;  Course	Q)
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10, thence South 41'30'36" East, 80.00 feet to the point of curvature of o	D

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ETM NO.  19-115-03-11	0 I

1
VISION - EXPERIENCE - RESULTS	I

PHASE 2 LEGAL DESCRIPTION

DRAWN BY:  DGS	t
0

ENGLAND - THIMS & MILLER, INC.
14775 Old St. Augustine Road, Jacksonville, FL 32258
I	TEL: (904) 642-8990, FAX: (904) 646-9485

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT	DATE:  NOVEMBER  2023
co

CA -  00002584 LC -  0000316	,	•	c:-i

DUVAL COUNTY  FLORIDA	PLATE NO	SC	/

curve  concave  Westerly  having  a  radius  of  15.00  feet;  Course  11,  th en ce
Southerly along the arc of said curve, through a central angle of 90'00'00", on
ore length of 23.56 feet to the point of tangency of said curve, said arc being	0
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subtended by a chord bearing and distance of South 03°29'24" West, 21.21 feet; Course 12, thence South 48'29'24" West, 125.00 feet; Course 13, thence South 41'30'36" East, 800.24 feet to the point of curvature of o curve concave Southwesterly having a radius of 700.00 feet; Course 14, thence Southeasterly along the ore of said curve, through a central angle of 33'17'58", on arc length of 406.83 feet to a point on said curve, said arc being subtended by a chord bearing and distance of South 24'51'37" East, 401.13 feet; Course 15, thence North 89'09'49" East, 108.06 feet to the Southeast corner of said Official Records Book 19523, page 1562, said corner lying on the Easterly line of said Section 16; thence South 00'50'17" East, along said Easterly line, 905.21 feet to the Southeast corner of said Section 16; thence South 89'58'23" West, along said Southerly line of Section 16, a distance of 3775.16 feet to the Point of Beginning.

Containing 139.84 acres, more or less.

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ETM NO.

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PHASE 2 LEGAL DESCRIPTION

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19 115 03 11

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

DRAWN BY:  DGS	;e
/
0
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT	DATE:  NOVEMBER  2023

1
14775 Old St. Augustine Road, Jacksonville, FL 32258	r.o
TEL: (904) 642-8990, FAX: (904) 646-9485	DUVAL COUNTY  FLORIDA	PLATE NO	SD	/
CA -  00002584 LC -  0000316	'	'	ci

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\Utilities.dwg, 11/20/2023 7:50:29 AM, SimonelliD, 1:1

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\Utilities.dwg, 11/20/2023 7:49:55 AM, SimonelliD, 1:1

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\Utilities.dwg, 11/20/2023 7:53:14 AM, SimonelliD, 1:1

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\Utilities.dwg, 11/20/2023 8:01:39 AM, SimonelliD, 1:1

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\Utilities.dwg, 11/20/2023 8:06:24 AM, SimonelliD, 1:1

VISION - EXPERIENCE - RESULTS ENGLAND - THIMS & MILLER, INC.

G:\16-110\16-110-04\LandDev\Design\Plots\Exhibits\CDD Improvement Plan\M-SITE-PH2.dwg, 11/20/2023 8:14:01 AM, SimonelliD, 1:1

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Supplemental Assessment Methodology Report for Series 2024 (provided under separate cover)

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Resolution 2024-01,
Assessment Resolution for Series 2024
(provided under separate cover)

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Resolution 2024-02, Setting Public Hearing on
Special Assessments for Series 2024
(provided under separate cover)

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Resolution 2024-03, Election of Officers

RESOLUTION 2024-03

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ELECTING THE OFFICERS OF THE DISTRICT, AND PROVIDING FOR AN EFFECTIVE DATE

WHEREAS, the BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
(hereinafter the “District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes; and

WHEREAS, pursuant to Section 190.006(6), Florida Statutes, as soon as practicable after each election or appointment to the Board of Supervisors (the “Board”), the Board shall organize by electing one of its members as chair and by electing a secretary, and such other officers as the Board may deem necessary.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT:

Section 1.		 is elected Chair. Section 2.		is elected Vice Chair. Section 3.		is elected Secretary.
	is elected Assistant Secretary.
	is elected Assistant Secretary.
	is elected Assistant Secretary.
	is elected Assistant Secretary.

Section 4.			is elected Treasurer.			
Section 5.			is elected as Assistant Treasurer.	
			is elected as Assistant Treasurer.	
			is elected as Assistant Treasurer.	
			is elected as Assistant Treasurer.	
Section 6.	All resolutions or parts of Resolutions in conflict herewith hereby repealed to the extent of such conflict.	are	
Section 7.	This	resolution	shall	become	effective	immediately	upon	its	
	adoption.							

 	

 	

PASSED AND ADOPTED THIS 7TH DAY of DECEMBER 2023

BOGGY BRANCH COMMUNITY
ATTEST	DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chair/Vice-Chair

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Resolution 2024-04, Designating Authorized Signatories for the
District’s Bank Account(s)

RESOLUTION 2024-04

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING THE DISTRICT MANAGER TO DESIGNATE THE AUTHORIZED SIGNATORIES FOR THE DISTRICT’S OPERATING BANK ACCOUNT(S); AND PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, the Boggy Branch Community Development District (“District”) is a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, and located in Duval County, Florida; and

WHEREAS, the Board of Supervisors of the District (“Board”) has previously established a checking account on behalf of the District; and

WHEREAS, pursuant to Chapter 190, Florida Statutes, the funds of the District shall be disbursed by warrant or check signed by the Treasurer and by such other person as may be authorized by the Board; and

WHEREAS, the Board has, pursuant to Resolution 2024-03, elected a Chair, Secretary, Treasurer and Assistant Treasurer(s) for the District; and

WHEREAS, the District Board desires to authorize signatories for the operating bank accounts(s).

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT:

The Chair, Secretary, Treasurer and Assistant Treasurer(s) are hereby designated as authorized signatories for the operating bank account(s) of the District.

This Resolution shall take effect immediately upon its adoption.

PASSED AND ADOPTED this 7th day of December 2023.

ATTEST:	BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chair/Vice Chair

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Discussion Pertaining to
Ryals Creek CDD Interlocal Agreement

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Purchase Requisition Request Form

BOG YBRANCH COMM r,.IJTV DEVELOPMENT DISTRICT PURCHASE REQUISITION REQUEST FORM
Contact Person for the material supplier.
NAME: 	Sam l'v1_cl.a_!!Rhlin 			
ADDRESS: ._10 Q SE§th Street/P.O. Box 311,_ ake B_!ltler FL 3205 4	 TELEPHONE NUMBER: 386-523-9643
Manufacturer or brand, model or specification number of the item.
 imestone Materials -·--- 	 	
Quantity needed as estimated by _ Contractor per attached .Q..uote.
The price quoted by the supplier for the construction materials identified above.

The sales tax associated with the price quote	$5295.00
Shipping and handling insurance cost. $_0 · 0	
Delivery dates as established by CONTRACTOR . ..cTB,,.,D,		_

OWNER: BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

w

\C)\'LS\ c-S

Authorlze nature (Title)

PURCHASING AGENT: England-Thlms & Miller, Inc.
_p )o\ A, l1J;i \ , V.:rW-1,:,7' E.1,l•,.111?',Ef.
Authorized Signature (Title)

CONTRACTOR:_:1 : rt»n.·structlon Company
 =	 L( Jt -J,_
Authorized Signature (Titlej
PURCHASE ORDER

Date

\o\ z:.,Ite_ j
Date

10/23/2023
Date

PURCHASE ORDER• P.0.:BBCDD-014.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

«owneF'		

"Seller"		

Owner:	Boggy Branch COD
3501Quadrangle Boulevard
suite 270
Orlando, FL 32817

Seller:

Pritchett Trucking, Inc

Address:	c/o England-Thims & MIiier, Inc. 14775 Old St. Augustine Road Jacksonville, FL 32258

. Phone:

Attn: Chris Western

Addr ss:••1050 SE 6'" Street/P.O Box 311,
Lake Butler FL 32054

Phone:

904-497-3336	·--·- ······

386-523-9643

Project Name:
Project Address:

Seven Pines 1C

-

-----··-	----··
Kernan Blvd. and Stlllwood Pines Blvd.
Jacksonville, FL

Contract Date:

10/19/2023

Description of Goods or Services - The Owner and Seller are entering into this Purchase Order Agreement for the
purpose of the owner purchasing the items ("Good•") listed in the proposal attached as EKhlblt A. Schedule-The Goods shall be delivered as soon as possible from the date of this Order.
Price-$87000	, • ··--------·· . _. ·--·-- Certificate of Exemption f!!!51JQ17914099C:,i

l

IN WITNESS HEREOF, the parties have executed this Order effective as of the date executed below. By executing this document below, Seller acknowledges that it has read all of the terms and provisions of this Order, including the Terms and Conditions attached hereto as Exhibit B, and agrees to deliver the Goods as(ycribed herein and comply fully with the terms and conditions hereof.

-		Qzy)d\	\j o,Q	---	 Pritchett Trucking, Inc		-	     owner			Seller			0,

 By: ETM, Inc. District Engineer	
 Name: Scott A. Wild	
 Title: Executive Vice President	
 Date Executed:	

By:	ff!.'rrtf«>.:ff 1Ml0t- .,_f; JJ_C.. -­
Name: S'ttUA-	£'1}·Cc/f..lJJu ( ;J
. Title:	Of'<'Mt S	P\. }Jaa e.fL.,�-­
DateExe --"'5------

EXHIBIT A: EXHIDff B:

Proposal
Terms and Conditions

Quote II: Q0005426

Pritchett Trucking, Inc.
1050 SE 6th Street I PO BOX 311
l•k• Buller, Fl 32054
Rate Quote
Group:

Pe.ge 1 of 1
Genem\00 on: 10/19120231414

Customer/Invoice to: VALLENCOURT CONSTRUCTION Contact: TIM GADDIS
Phone: (904) 291-9330
Email: tlmg@vallencourt.com
Effective: 10119/2023 Expires: 11/18/2023

Prepared by: Sam Mclaughlin

smclaughlin@pritchetttrucking.com Trailer type: Dump Trailer (DAT)
Commodity: LIMEROCK

Stop Information

Pickup	Name:	LIMESTONE MATERIALS	Contact:	
	Address: City, St:	
NEWBERRY	FL	32669	Phone:	
	Est date:	10/19/2023		
Job	Name:	SEVEN PINES 1C	Contact:	
	Address:	JTB& KERNAN	Phone:	
	City, St:	JACKSONVILLE	FL	32256		
	Est date:	10/19/2023		

Summary of Charges

Quote Total:		i7.25]

Rate Method Tons
LR	LIMEROCK

Units
1.0
1.0000

Rate
.00
7.2600

Freight Charge
$0.00
$7.25

Additional Notes:
MATERIAL ONLY FOR ODP.
Fuel Surcharge based on weekly fuel matrix al time of delivery unless otherwise noted. Tax on Material not included bul applicable. All Matertal is billed through GP Materials. Payment tenns nel 30. Quote valid for 30 days.

Customer Name:	Customer Signature:

EXHlllIT fl

TERMS ANDCONDITIONS

PRICE. The Price set forth above Includes all Goods, insurance, warranties and other materials or services (including without lirnltatlon all packing, loadlng or freight) necessary to produce and deliver the Goods.
2, SCHEDULE. Time is of the essence with respect to this Order, and all Goods shallbe produced and delivered within the times set forth In the Schedule. Owner may cancel this Order or any part thereof or reject delivery of Goods if such del!very or performance is not in material accordance with the specifications of this Order, Including the Schedule.
DELIVERY AND INSPECTION.
a, All shipments of Goods are to be made, with all shipping costs prepaid by Seller (e.g., insurance, packing, loading, freight, etc.), to the receiving point specified above. Title, and risk of loss, shall pass to Owner at the time such Goods are delivered at the Project site and accepted by Owner or Owner's contractor, provided however that Owner shall have a reasonable opportonlt.V to Inspect such Goods prior to acceptance,
b. AllGoods are subject to inspection a,ndapproval by Owner at a reasonable time post-delfvery. Owner may return Goods not meeting specifications(including over-shipments} at theSeller's e>cponse andrisk, Owner will notify Seller of fallure. Return authorizations for Goods not received within 30 days will deem such Goods as donations to Owner.
TERMS OF PAYMENT. Seller's Invoice !"Invoice") must be submitted before payment will be made by Owner pursuant to this Order. Owner shall make payment within 30 days of receipt of a proper invoice, and pursuant to the Local Government Prompt Payment Act, Sections 218.70et seq,, Florida Statutes (2019). Any Indebtedness of Seller to Owner may, at Owner's option, be tredited against amour.ts owing by Own r hereunder,
	WARRANTY. seller !iihall take all necessary steps to assign nny manufacturer'swarranties to the Owner. Seller warrants that the tlt!e to Goods conveyed shall be g,ood, that the transfer of the Goods shall be rightful, and that the Goods shall be free from any security interest, lien or encumbr:ince, Seiter further warrants that the Goods are free of any rightful claim of Infringement, and shall indemnify, defend, and hold harmless 1he lndemnltees (de(ined below) against any such clalm. Further, the Goods shall be new, shall be free from defects, shall be of merchantable quality, and shall be fit for use on the Dlstrlc.t's tennis courts. Seller agrees, without ptejudicet" any other rights Owner may have, to replace or otherwise remedy any d fectlve Goods without further cost to Owner or, at Owner's option, to reimburse Owner for jg cost of replacing defective Goods. All Goods are subject to Inspection by Owner before, upon, and within a reasonable time after delivery, Goods shall not be replaced without owner's prior written instructions. Any acceptance by Owner shall not preYent Owner from later rejEctlng non-conforming Goods, The warrant)' provided herein shall .suntlve the completion or termination of this Order and is ln additlon to any warrantie-s provided by law.
COMPLIANCE WITH LAW. Sel!et agrees that at all times it will comply with a!J applicable federal, state municipal and local laws, orders and regulations.
	INDEMNITY. To the fullest extent permitted by Ian.•, and in i!dditlon to any other obligations of Seller under the Order or otherwise, Seller shall lndemnif;•, hold harmless, and defend Owner, dnd Owner's supervisors, staff, consultants, agents, subcontractors,and emplo\•ees itogether, "lndemnrtees") from all liabllitles, damages, losses and costs, lncludlng, but not llmlted to, reasonoble attorneys foes, to the extent caus.edIn whole or in part by the negligence, recklessness or Intentional wrongful misc.onduct of the Seller, or any subcontractor, any supplier, 01 a11y Individual or entity directly or fndlrectly employed by any of them, and arising out of or incldentill to the performance of this Order. The Seller shall ensure that a1w and allsubcontractorsInclude this express provision for the benefit of the lndemn/tees. The parties agree that this paragraph Is fully enfotceable pursuant to Florida law, In the event that tMs section is determined to be unenforceable,this paragraph shall be reformed to give the paragraph the maximum effect allowed by Florida law and for the benefit of the lndemnltees. The p<ovislons of this section shall survive the completion or earlier termination of this Order, and are not Intended to limit any of the other rights and/or remedies provided to the District herf:!under.
INSURANCE, At all times during the term of this Order agreement, Seller, at its sol!:!: cost and expense, shall maintain Insurance coverages of the tv11es amt amounts set forth below:
Commercial general liability insurance with minimum llmitsof Uabllltv not less than $1,000,000. Suchinsurance shall include
coverage for contractual liability.
Wotkers' Compensation Insurance covering all employees of Seller in statutory amounts, and employer's liability Insurance with limits of not less than $100,000 each accident.
c, Comprehensive automobile llablllty Insurance covering all automobiles used by Seller, with llmlts of liability of not less than
$1,000,000 eath occurrence combined single limit bodily injury and property damage,
DEFAULT. Upon any material default by Seller hereunder, Owner may, In addlUon to i!ny other remedies avallable to owner at law or In equity, cancel this order without penalty or liability by written notice to Seller.
JO. LIMITATION OF LIABILITY. Nothing herein shall be construed to be a waiver of the Owner's limit of llabllltv contained In
Section 768,28, Florida Statutes or other statute or law.

l t. WAIVER, Any fallure of Owner to enforce at any time, or for any period of time, any of the provisions of this Order shallnot constitute a waiver of such pmvisions or a waiver of Owner's tight to enforce each and every provision.
	MODIFICATIONS, This Order supersedes all prior discussions, ngreements and understandings between the parties and constitutes the entire agreement between the parties with respect to the transaction herein contemplated, Changes, modifications, waivers, additions or amendments to the terms and conditions of this Order shall be binding on Owner only If such changes, modifications, waivers, additions or amendments are in writing and signed by a duly authorized representative of Owner.
	APPLICABLE LAW, The validlty, interJlretation, and perfonnance of this Order shall be governed by the laws of the State of Florida, In force at the date of this Order. Where not modified by the terms herein, the provisions of Florida's enactment of ArtIde 2 of the Uniform Commerclal Code shall apply to this transacllon.
14, MECHANIC'S LIENS. Notwithstanding that Owner is a local unit of special purpose government and not subject to the lien provisions of Chapter 713, Florida Statutes, Seller agrees to keep the District's property free of all liens, Including equitable liens, claims or encumbrances (collectively, "liens") arising omof the dellvery of any Goods by Seller, and shall furnish Owner with appropriate lien waivers from all potential claimants upon request of Owner. If any liens are flied, Owner may without waiving its rights based on such breach by Seller or releasing Seller from any obligations hereunder, pay or satisfy the same and in such event the sums so paid by Owner shall be due and payable by Seller lmmedlately and without notice or demand, with Interest from the date paid by owner through the date paid by Seller, at the highest rate permitted by law.
IS. PERMITS AND LICENSES. Before commenclng performance hereunder, Seller shall obtain all permits, approvals, certificates and licenses necessary for the proper pel'formance of this Order and pay all fees and charges therefore. The originals of all such documents shall be delivered to Owner upon receipt by Seller.
PARTIAL INVALIDITY. If In any instance any provlsion of1hls. Order shat! be determined to be invalid or unenforceable under any appltcable !aw, such provision shall not apply In such Instance, but the remaining provisions shall be given effect in accordance withtheir terms.
	ASSIGNMENT ANO SUBCONTRACTING. This Orde, shall not be assigned or transferred by Seller without prior written approval by Owner, and any aittempted assignment or transfer Without such consent shall be void.
	RELATIONSHIP. The relatlonshlp between owner and Seller shall be that of Independent contractor, and Seiter, its agents and employees, shall under no dr,um tances be deemed employees, agents or representatives of Owner,
	NOTICES. Any notice, approval or other communication required hereunder must be In writing and shall be deemed given If delivered by hand or malled by registered mall or certified mall addressed to the parties hereto as indicated on page l.
	PUBUC ENTITY CRIMES. Seller certifies, by acceptance of this purchase: order, that neither It nor Its principals Is presently debarred, suspended, proposed for debarment1 declared lnellglble, or voluntarily excluded from participation In this transaction per the provisions of section 287.133(2l(a),Florida Statutes.
	SCRUTINIZED COMPANIES. Supplier certifies, by acceptance of this purchase order, that neither It nor any of Its officers, directors, eKecutives, partners, shareholders, members,o, agents is, on the Scrutinized Companies wrth Activities in Suda,, list or th(t Scrutinized Companies with Activities In the Iran Petroleum Energy Sector List, created pursuant to section 215.473, Florida Statutes, and In the event sui;h stalU$ changes, seller shall Immediately notify Owner.
	TERMINATION. Not\\llthstending anythingherein to the contrary. Owner shall have the right, at Itssole election, to terminate this Order fur anv cause whatsoever upon the delivery of wrilten notice to Seller. Upon such termination, seller shall have no remedy c1galnst Owner, other than for payment of Goods already produced pursuant to specific written direction by Owner pursuant to Section 2 above, subject to any offsets or claims that Owner may have.
PUBLIC RECORDS. Seller acknowledges that this Agreement and all the documents pertaining thereto may be public records and subject to the provisions of Chapter 119, Florida Statutes.
CONFLICTS. To the extent of anv conflict between this document and the Purchase Order or l:Mhibft A, this document shall control.

CERTIFICATE OF ENTITLEMENT

The undersigned authorized representative of Doggy Branch Community Development District (hereinafter "Governmental Entity"), Florida Consumer's Certificate of Exemption Number 85-8017914099C·1, affirms that the tangible personal property purchased pursuant to a Purchase Order number B _CQD014 from PjlJT_CHETTTRUCKING. filb (Vendor) on or after Oc ober 19"_2023 (date) will be incorporated into or become a part of a public facility as part of a public works contract pursuant to contract dated Ji;.me 20t 0?.3. with Vallenco!Jrt Construction C.Qmpam,
Inc, (Contractor) for the construction of Y. n.Plnes lC.

Governmental Entity affirms that the purchase of the tangible personal property contained in the attached Purchase Order meets the following exemption requirements contained in Section 212.08(6), F.S,, and Rule 12A-l.094, F.A.C.:

You must lnltio/ each of theJoi/owing requirements.
  1. The attached Purchase Order is Issued directly to the vendor supplying the tangible personal property the
Contractor will use in the identified public works.
  2, The vendor's Invoice will be issued directly to Governmental Entity,
  3. Payment of the vendor's Invoice will be made directly by Governmental Entity to the vendor from public funds.
    4, Governmental Entity will take title to the tangible personal property from the vendor at the time of purchase
or of delivery by the vendor.
  s. Governmental Entity assumes the risk of damage or loss at the time of purchase or delivery by the vendor,

Governmental Entity affirms that the tangible personal property identified in the attached Purchase Order does not qualify for the exernption provided in Section 212.08(6), F.S., and Rule 12A-1.094, F.A,C., Governmental Entity will be subject to the tax, interest, and penalties due on the tangible personal property purchased. If the Florida Department of Revenue determines that the tangible personal property purchased tax-exempt by issuing this Certificate does not qualify for the exemption, Governmental Entity will be liable for any tax, penalty, and interest determined to be due.

I understand that if I fraudulently Issue this certificate to evade the payment of sales tax I will be liable for payment of the sales tax plus a penalty of 200% of the tax and may be subject to conviction of a third-degree felony, Under the perjury, I declare that I have read the foregoing Certificate of Entitlement and the facts stated In it are true.

¼.

Signature of A	orized Representative

·,

Ke yWhite
Purchaser's Name (Print or Type)

. Boggy Branch CDD • Chair, Board of Supervisors
Title
-- \o\	"2.,%.\-z..,2,.	
Date

Federal Employer Identification Number; ---·­
Telephone Number:	•- ·• -·

You must attach a copy of the Purchase Order to this Certificate of Entitlement. Do not send to the Florida Department of Revenue, This Certificate of Entitlement must be retained In the vendor1s and the contractor's books and records. This form supplements and supersedes {to the extent of any conflict) any prior certificate$ addressing the same purchase.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Requisitions Nos. 202 – 219
(provided under separate cover)

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Payment Authorizations Nos. 97 – 101

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 97
9/28/2023

Item		Invoice	General Fund	
No.	Vendor	Number	FY 2023	

1	
The Landscape Design Group of North Florida			
	Landscape Maintenance: September 2023	37083	$  7,783.67	
2	PFM Group Consulting
Disclosure Fee S2021: 07/01/22-09/30/23	
126942	
$  1,250.00	
				
		TOTAL	$  9,033.67	

Member

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 98
10/6/2023

Item		Invoice	General Fund	General Fund	
No.	Vendor	Number	FY 2023	FY 2024	

1	
Department of Economic Opportunity
FY 2024 Special District Fee	

89342		

$	175.00	
2	Egis Insurance & Risk Advisors
FY 2024 Insurance	
19933		
$  5,786.00	
3	JEA (paid online)
5211 Lacebark Pine (various); 08/18/23-09/22/23	
Acct: 1832950202	
$  4,552.83		
4	Kutak Rock				
	District Counsel Through 08/31/23	3283143	$	256.00		
5	The Landscape Design Group of North Florida
Lake Banks Mowing/Bushhogging	
37158	
$  1,190.00		
		
Subtotal	
$  5,998.83	
$  5,961.00	

	TOTAL	$11,959.83	

1-1

"'

 dMember

. BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 99
10/13/2023		
Item No.	
Vendor	Invoice Number	General Fund FY 2023	General Fund FY 2024	

1	
England-Thims & Miller				
	Engineering Services Through 09/30/2023	210368	$	874.00		
2	Jacksonville Daily Record
Legal Advertising on 10/12/23	
23-067000		
$	83.00	
3	VGlobalTech				
	Quarter 2 ADA Audit	5168	$	300.00		
	Monthly Website Fee: July 2023	5214	$	135.00		
	Monthly Website Fee: August 2023	5332	$	135.00		
	Monthly Website Fee: September 2023	5384	$	135.00		
		
Subtotal	
$  1,579.00	
$	83.00	
	TOTAL	$1,662.00	

Board Member

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 100
10/27/2023

Item No.

Invoice	General Fund	General Fund
Vendor	Number	FY 2023	FY 2024

1	The Lake Doctors
Lake Maintenance: October 2023	
1826049		
$	903.00	
2	The Landscape Design Group of North Florida
Landscape Maintenance: October 2023	
37461		
$  7,783.67	
3	PFM Group Consulting
District Management Fee: October 2023	
DM-10-2023-05		
$ 2,291.67	
Postage: September 2023	OE-EXP-10-2023-07	$	0.63		
4	VGlobalTech
Quarter 3 ADA Audit	
5429	
$	300.00		
5	Waste Pro (paid online)
Acct: 172471; October 2023 Service	
2150705		
$  3,403.54	
	
Subtotal	
$	300.63	
$14,381.88	

	TOTAL	$14,682.51	

0

Board Member

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 101
11/2/2023

Item No.	
Vendor	Invoice
Number	General Fund
FY 2023	General Fund
FY 2024	

1	
JEA (paid online)				
	5211 Lacebark Pine (various); 09/20/23-10/23/23	Acct: 1832950202		$ 8,651.23	
2	VGlobalTech				
	Monthly Website Fee: October 2023	5498		$	135.00	
	Monthly Website Fee: November 2023	5610		$	135.00	
		
Subtotal	
$	
$ 8,921.23	
TOTAL	$8,921.23	

//
Board Member

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

District Financial Statements

Boggy Branch CDD Statement of Financial Position As of 10/31/2023

	General Fund		Debt Service
Fund		Capital Projects
Fund		Long Term Debt		Total	
			
Assets							
Current Assets
General Checking Account	
$125,402.53								
$125,402.53	
Assessments Receivable	559,252.00								559,252.00	
Assessments Receivable			$825,488.00						825,488.00	
Debt Service Reserve 2021 Bond			828,600.00						828,600.00	
Revenue 2021 Bond			258,465.24						258,465.24	
Acquisition/Construction 2021 Bond					$40,054.56				40,054.56	
Total Current Assets	$684,654.53		$1,912,553.24		$40,054.56		$0.00		$2,637,262.33	

Investments
Amount Available in Debt Service Funds							

$1,087,065.24		

$1,087,065.24	
Amount To Be Provided							13,172,934.76		13,172,934.76	
Total Investments			$0.00		$0.00		$14,260,000.00		$14,260,000.00	
Total Assets	$684,654.53		$1,912,553.24		$40,054.56		$14,260,000.00		$16,897,262.33	

Liabilities and Net Assets

Current Liabilities

Accounts Payable	$7,814.80								$7,814.80	
Due to Developer	12,000.00								12,000.00	
Deferred Revenue	559,252.00								559,252.00	
Deferred Revenue			$825,488.00						825,488.00	
Accounts Payable					$2,460,926.27				2,460,926.27	
Retainage Payable					1,013,946.73				1,013,946.73	
Total Current Liabilities	$579,066.80		$825,488.00		$3,474,873.00		$0.00		$4,879,427.80	

Long Term Liabilities
Revenue Bonds Payable - Long-Term							

$14,260,000.00		

$14,260,000.00	
Total Long Term Liabilities			$0.00		$0.00		$14,260,000.00		$14,260,000.00	
Total Liabilities	$579,066.80		$825,488.00		$3,474,873.00		$14,260,000.00		$19,139,427.80	

Net Assets

Net Assets, Unrestricted	($1,797.00)								($1,797.00)	
Net Assets - General Government	137,808.72								137,808.72	
Current Year Net Assets - General	(30,423.99)								(30,423.99)	
Net Assets, Unrestricted			$1,090,330.80						1,090,330.80	
Current Year Net Assets, Unrestricted			(3,265.56)						(3,265.56)	
Net Assets, Unrestricted					($3,438,084.00)				(3,438,084.00)	
Current Year Net Assets, Unrestricted					3,265.56				3,265.56	
Total Net Assets	$105,587.73		$1,087,065.24		($3,434,818.44)		$0.00		($2,242,165.47)	
										
Total Liabilities and Net Assets	$684,654.53		$1,912,553.24		$40,054.56		$14,260,000.00		$16,897,262.33	

Revenues

Boggy Branch CDD Statement of Activities (YTD) As of 10/31/2023

General Fund	Debt Service	Capital Projects	Long Term Debt	Total	
	Fund	Fund			

Inter-Fund Group Transfers In			($3,265.56)	
Inter-Fund Transfers In				
Total Revenues	$0.00		($3,265.56)	

 	  

$3,265.56
$3,265.56		

$0.00		($3,265.56) 3,265.56
$0.00	

$0.00		

$0.00		
$2,604.00 1,346.88
2,291.67
83.00
175.00
8,651.23
3,403.54
3,182.00
903.00
7,783.67
$30,423.99	
$0.00
$3,265.56 ($3,438,084.00)		$0.00

$0.00

$0.00		$0.00 ($30,423.99)
($2,211,741.48)	

($3,434,818.44)		
$0.00		
($2,242,165.47)	

Public Officials Insurance	$2,604.00		
Trustee Services	1,346.88		
Management	2,291.67		
Legal Advertising	83.00		
Dues, Licenses, and Fees	175.00		
Water	8,651.23		
Dumpster	3,403.54		
General Liability Insurance	3,182.00		
Lake Maintenance	903.00		
Landscaping Maintenance & Material	7,783.67		
Total Expenses	$30,423.99	$0.00

her Revenues (Expenses) & Gains (Losses)	
Total Other Revenues (Expenses) & Gains (Losses)	$0.00		$0.00	
Change In Net Assets	($30,423.99)		($3,265.56)	

Net Assets At Beginning Of Year	
$136,011.72		
$1,090,330.80	

Net Assets At End Of Year	

$105,587.73		

$1,087,065.24	

Expenses

Ot

Boggy Branch Community Development District
Budget to Actual
For the Month Ending 10/31/23

				Year To Date						
		Actual		Budget			Variance		FY 2024 Adopted Budget	

Revenues										
Assessments	$	-		$	46,604.33		$	(46,604.33)		$	559,252.00	
Net Revenues	$	-		$	46,604.33		$	(46,604.33)		$	559,252.00	

Expenditures
Public Officials Insurance	

$	

2,604.00		

$	229.50		

$	

2,374.50		

$	2,754.00	
Trustee Fees		1,346.88		375.00			971.88		4,500.00	
District Management		2,291.67		2,291.67			0.00		27,500.00	
Engineering Fees		0.00		833.33			(833.33)		10,000.00	
Disclosure Agent		0.00		416.67			(416.67)		5,000.00	
District Counsel		0.00		2,083.33			(2,083.33)		25,000.00	
Ryals Creek Interlocal Agreement		0.00		3,750.00			(3,750.00)		45,000.00	
Legal Advertising		83.00		125.00			(42.00)		1,500.00	
Postage		0.00		0.00			0.00		0.00	
Arbitrage Rebate Calculation		0.00		62.50			(62.50)		750.00	
Audit		0.00		297.92			(297.92)		3,575.00	
Insurance - General Liablity
Miscellaneous - bank charges		3,182.00
0.00		280.42
225.25			2,901.58
(225.25)		3,365.00
2,703.00	
Website		0.00		210.00			(210.00)		2,520.00	
Dues, Licenses & Fees		175.00		14.58			160.42		175.00	
Office miscellaneous		0.00		62.50			(62.50)		750.00	
Contingency		0.00		833.33			(833.33)		10,000.00	
Field Management		0.00		300.00			(300.00)		3,600.00	
Lake Maintenance		903.00		200.00			703.00		2,400.00	
Landscape Maintenance		7,783.67		11,666.67			(3,883.00)		140,000.00	
Landscape Improvements		0.00		416.67			(416.67)		5,000.00	
Irrigation Repairs		0.00		416.67			(416.67)		5,000.00	
Utilities		8,651.23		13,500.00			(4,848.77)		162,000.00	
Fountains		0.00		81.67			(81.67)		980.00	
General Maintenance		0.00		416.67			(416.67)		5,000.00	
Security		0.00		1,000.00			(1,000.00)		12,000.00	
Bridge		0.00		416.67			(416.67)		5,000.00	
Master Expenditures	$	27,020.45		$	40,506.00		$	(13,485.55)		$	486,072.00	

Boggy Branch Community Development District

Field Management Lake Maintenance
Landscape Maintenance Landscape Improvements Irrigation Repairs
Utilities Fountains
General Maintenance Mowing Pond Banks
Phase 1A

Alley Lot Trash
Alley Lot total

Total Expenses
Income (Loss) from Operations Other Income (Expense)
Interest Income
Total Other Income (Expense)

Net Income (Loss)	Budget to Actual
For the Month Ending 10/31/23

Year To Date
Actual	Budget

$	-	$	300.00
0.00	400.00
0.00	1,250.00
0.00	166.67
0.00	166.67
0.00	1,500.00
0.00	81.67
0.00	166.67
0.00	400.00
 
$	-	$	4,431.67

$	3,403.54	$	1,666.67
 
$	3,403.54	$	1,666.67

 $	30,423.99   $	46,604.33 

$	(30,423.99)	$	-

$	-	$	-
 
$	-	$	-

$	(30,423.99)	$	-	

Variance

$	(300.00)
(400.00)
(1,250.00)
(166.67)
(166.67)
(1,500.00)
(81.67)
(166.67)
(400.00)

$	(4,431.67)

$	1,736.87

$	1,736.87

 $	(16,180.34)

$	(30,423.99)

-

$	-

$	(30,423.99)	

FY 2024 Adopted Budget
$	3,600.00
4,800.00
15,000.00
2,000.00
2,000.00
18,000.00
980.00
2,000.00
4,800.00

$	53,180.00

$	20,000.00

$	20,000.00

 $	559,252.00 

$	-

$	-

$	-

$	-