White Clay Community Development District
219 E. Livingston Street- Orlando-Florida-32801

January 16, 2026

Haines City- City Managers Office 620 E. Main Street
Haines City, Florida 33844
Attn: James R. Elensky- City Manager

Re:	White Clay Community Development District Initial Public Facilities Report Dear Mr. Elensky;
Pursuant to Section 189.008, Florida Statutes (the "Statute"), each independent special District in Florida is required to submit an initial public facilities report (the "Report") to each local general-purpose government in which it is located within the first year of establishment. Enclosed to comply with the requirements of the Statute is the Report for the White Clay Community Development District (the "District"), dated January 16, 2026.

It is my understanding that the next "Special District's due date for filing the Report with the Local General-Purpose Government" for Haines City, Florida is January 1, 2031 (the "Submittal Date"). The District will send annual update letter identifying any changes to the Report prior to the next Submittal Date when a fully updated Report wilt be submitted.

Should you have any questions or comments, please feel free to contact me at cadams@gmstnn.com or phone (865) 250-1617.

(5:�
Chris Adams
Compliance Administrator

cc:	District Manager
District Counsel District Engineer

Exhibit A
Public Facilities Report

WHITE CLAY COMMUNITY DEVELOPMENT DISTRICT INITIAL PUBLIC FACILITIES REPORT- DATED JANUARY 16, 2026

PURPOSE AND SCOPE

This Initial Public Facilities Report attached as Exhibit A, is provided for the White Clay Community Development District (the "District") to comply with the requirement of Section 189.08, Florida Statutes, regarding the preparation and filing of a Special District Public Facilities Report.

PUBLIC FACILITIES

The District may currently own, operate or maintain certain of the public improvements comprising a portion of the District's "Capital Improvement Plan," as described in the District's Engineer's Report for the White Clay Community Development District dated November 21, 2024, (the "Engineer's Report"), a copy of which is attached hereto as Exhibit B. The public improvements are located within the District (or adjacent thereto) and are intended to have the capacity necessary to provide services to the planned units listed in the Engineer's Report.

Ill.   PROPOSED EXPANSIONS (7 YEAR HORIZON)

The District does not have plans to build, improve, or expand public improvements or community facilities within the District over the next seven years. Provided however, the district may construct or acquire components of the Capital Improvement Plan within the District's boundaries.

REPLACEMENT OF FACILITIES (10 YEAR HORIZON)

The District does not propose to replace any public facilities within the next 10 years.

CHAPTER 189, FLORIDA STATUTES

Attached as Exhibit C is a copy of Section 189.08, Florida Statutes for reference purposes only.

Exhibits
Engineer's Report

REFERENCE NO. 50156285

WHITE CLAY COMMUNITY DEVELOPMENT DISTRICT
Engineer's Report

	'·· DECEMBER 3, 2024

.'
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I Dewberry·	ORIGINAL

SUBMITTED BY
Dewberry Engineers Inc. 800 North Magnolia Avenue Orlando, Florida 32803
407.843.5120

SUBMITTED TO
White Clay
Community Development District 219 East Livingston Street Orlando, Florida 32801
407.841.5524

White Clay Community Development District

Engineer's Report

Table of Contents
Introduction	3
Purpose and Scope	4

The Development	4
Capital Improvements	4
Capital improvement Plan Components	4
Stormwater Management Facilities	4
Public Roadways	5
Water and Wastewater Facilities	5
Off-Site Improvements	5
Amenities and Parks	5
Electric Utilities and Lighting	6
Entry Feature	6

.............................................................................................0 ....................

.................................................................

.

.

'

6. Recommendation

Miscellaneous	6

Report Modification	7
Summary and Conclusion	7
Engineer's Certification	7
Table of Tables
Table 1.1 Land Use Summary	3
Table 1.2 Lot Types	3
Table 5.1 Permit Status	6

White Clay Community Development District

List of Exhibits
Boundary Map	Exhibit 1
Legal Description	Exhibit 2
Land Use Map	Exhibit 3
Future Land Use Map	Exhibit 4
Drainage and Utilities Map	Exhibit 5
No Exhibit 6.
Summary of Proposed District Facilities	Exhibit A
Summary of Opinion of Probable Cost	Exhibit 7B

White Clay Community Development District

Introduction
White Clay Community Development District (the "District" or "COD") is located entirely within the City of Haines City ("City"), Florida in Polk County ("County"), Florida. It is generally located along Hughes Road, south of White Clay Pit Road, and north of County Road 546E. The District currently contains approximately 184-acres and consists of 767 residential lots with recreation/amenity areas, parks, and associated infrastructure for the development.

The COD was established under the City's Ordinance 24-2094, which was approved by the City Commission on November 21, 2024. The District will own and operate the public roadways and stormwater management facilities, as well as the landscape, irrigation, signage, and recreational facilities within the development.

The master developer ("Developer'') is Cassidy Holdings,·LLC, which is based in Winter Haven, Florida. The development is approved as a Planned Development (PD) for residential units to be constructed in two
(2) phases over an estimated three (3) year period. A land use summary is presented in Table 1.1.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the City, Southwest Florida Water Management District (SWFWMD), and other applicable agencies with regulatory jurisdiction over the development. An overall estimate of the probable cost of the public improvements are provided in Exhibit 7 of this report.

The Capital Improvement Plan (CIP) set forth in this Engineer's Report reflects the present intentions of the District and the landowners. It should be noted that the location of the proposed facilities and improvements may be adjusted during the final design, permitting, and implementation phases. It should also be noted that these modifications are not expected to diminish the benefits to the property within the District. The District reserves the right to make reasonable adjustments to the development plan to meet applicable regulatory requirements of agencies with jurisdiction over the development while maintaining a comparable level of benefits to the lands served by the improvements. Changes and modifications are expected as changes in regulatory criteria are implemented.

Table 1.1 Land Use Summary

"	• LAND USE SUMMARY	--
...
LAND USE	�	. DISTRICT AREA (AC)	
Master Stormwater Svstem	25	
Residential Land (Single-Family Lots)	64	
Roadways Infrastructure & Public Facilities	27	
Open Space/Conservation Areas/Parks	68	
TOTAL	184	

Table 1.2 LotTypes

NUMBER OF LOTS	LOT TYPES
42' LOTS	52' LOTS	

TOTAL	
Phase 1	121	167	288	
Phase 2	183	296	479	
GRAND TOTAL	304	463	767	

Implementation of any proposed facilities or improvements outlined in this report requires written approval from the District's Board of Supervisors. Estimated costs outlined in this report are based on the best available information, which includes but is not limited to previous experience with similar projects. Actual costs could be different than estimates as final engineering and specific field conditions may affect construction costs.

White Clay Community Development District

All roadway improvements including sidewalks in the right-of-way and storm drainage collection systems (from the curb inlets to their connection to the stormwater ponds) within the development will be maintained by the District. Water distribution and wastewater collection systems (gravity lines, force mains, and lift stations) will be dedicated to the City of Haines City for ownership and maintenance upon completion.

Purpose and Scope
The purpose of this report is to provide engineering support for the funding of the proposed improvements within the District. This report identifies the proposed public infrastructure to be constructed or acquired by the District along with an Opinion of Probable Construction Costs. The District will finance, construct, acquire, operate, and maintain all or specific portions of the proposed public infrastructure.

The predominant portion of this report provides descriptions of the proposed public infrastructure improvements, determination of estimated probable construction costs, and the corresponding benefits associated with the implementation of the described improvements. Detailed site construction plans and specifications have been completed and permitted for the improvements described herein. The engineer has considered and, in specific instances, has relied upon the information and documentation prepared or supplied by others to prepare this Engineer's Report.

The Development
The development will consist of 767 single-family residential units and associated infrastructure. The overall development is a planned residential community consisting of 184-acres along Hughes Road, South of White Clay Pit Road, located in Haines City. The zoning for the development is Residential Planned Unit Development (RPUD). The future land use of the development is LOR (Low Density Residential). The development will be constructed in two (2) phases.

Capital Improvements
The CIP consists of public infrastructure in the development. The primary portions of the CIP will provide for stormwater pond construction, roadways built to an urban roadway typical section, water, and sewer facilities including two (2) lift stations, and off-site improvements (including turn lanes and extensions of
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'  •-
.,-•-· ,. ,.a'i,Stormwater structures and conveyance culverts will be constructed within the CIP;-which,will outfall into
the various on-site stormwater ponds. These structures and pond areas comprise the overall stormwater facilities of the CIP.

Installation of the water distribution and wastewater collection system (including lift stations) will also occur at this time. Below-ground installation of telecommunications and cable television will occur but will not be funded by the District. The incremental cost of undergrounding power within the public rights-of-way or easements will be funded by the District.

As a part of the recreational component of the CIP, conservation areas will serve as passive parks within the development that are available to the public for utilization of the facilities. The recreational areas will have connectivity via sidewalks to the other portions of the District. The recreational areas will be open to the public and accessible by public roadways and sidewalks.

Capital improvement Plan Components
The CIP for the District includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention/detention ponds are contained within the District boundaries. Stormwater will be discharged via roadway curb and gutter and storm inlets. Storm culverts convey the runoff into the proposed retention ponds for water quality treatment and attenuation. The proposed stormwater systems will utilize dry retention and wet retention

White Clay Community Development District

for biological pollutant assimilation to achieve water quality treatment. The design criteria for the District's stormwater treatment systems are regulated by the City, County, and SWFWMD.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel Number 12105C0390G, dated December 22, 2016, demonstrates that the development is located within Flood Zone X. Based on this information and the site topography, it appears that 100-year compensation will be located in areas where existing depressions will be impacted throughout the development, and the 100-year flood volumes will be compensated as it is required by the County and FEMA.

During the construction of stormwater management facilities, utilities, and roadway improvements, the contractor will be required to adhere to a Stormwater Pollution Prevention Plan (SWPPP) as required by the Florida Department of Environmental Protection (FDEP) as delegated by the Environmental
Protection Agency (EPA). The SWPPP will be prepared to depict the proposed recommended locations of. required erosion control measures and staked turbidity barriers specifically along the downgradient side
of any proposed construction activity. The site contractor will be required to provide the necessary reports as required by the National Pollutant Discharge Elimination System (NPDES) General Permit with erosion control, its maintenance, and any rainfall events that occur during construction activity.

Public Roadways
The proposed public roadway sections include a 24-foot roadway consisting of asphalt with Miami curbs or Type F curb and gutter on both sides along with a 60-foot right-of-way. The proposed roadway section will consist of stabilized subgrade, a lime rock, crushed concrete, or cement-treated base and asphalt type roadway wearing surface. The proposed curb is to be 2-feet wide and placed along the edge of the proposed roadway section for purposes of protecting the integrity of the pavement and to provide stormwater runoff conveyance to the proposed stormwater inlets.

The proposed roadways will also require signage and pavement markings within the public rights-of-way, as well as street signs depicting street name identifications and addressing, which will be utilized by the residents and public. As stated above, the District will fund roadway construction for all public roadways.

Water and Wastewater Facilities
A potable drinking water system inclusive of a water main, gate valves, fire hydrants, and appurtenances
.. will be)nstalled. Jhewater'�eivice provider.,and owneJ:,WiUbe,tbe.City,ofH.aines,City.,Jhewater sy�tern. ·,.,;,,,,, ,.,,..,., ., , ,._ will be designed to provide an equally distributed system that provides redundancy to the system. These
facilities will be installed within the proposed public rights-of-way and will provide potable drinking water_.,,,.J'.:,.,,,,•c- ·'1
(domestic) and fire protection services to serve the entire District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The gravity sanitary sewer mains will be a minimum of eight (8)-inch diameter PVC pipe systems. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Sewer laterals will branch off from these sewer lines to serve the development. Two (2) lift stations are anticipated for this CIP. Flow from the lift stations shall be connected to a proposed force main that will pump to an existing force main that will connect to Haines City's wastewater treatment facility. No water or sewer laterals will be placed within private lots or private property.

Off-Site Improvements
The District will provide funding for the anticipated turn lanes at the development entrances, which will be owned by Polk County. Upon completion, the required inspections as well as final certifications of completion for the improvements will be obtained from the City, County, SWFWMD, and FDEP (water distribution and wastewater collection systems).

Amenities and Parks
The District will provide funding for an amenity center to include the following: parking areas, pavilion with restroom facilities, pool, all-purpose playfields, and walking trails to provide connectivity to the various amenity centers within the CDD. In addition, there will be passive parks throughout the

White Clay Community Development District

development, which will include benches and walking trails. The amenities and parks will be open to the public.

Electric Utilities and Lighting
The electric distribution system thru the District is currently planned to be underground, The District presently intends to construct and fund the incremental cost of undergrounding of the electric conduits, transformer/cabinet pads, and electric manholes required by Duke Energy (Duke). Duke will provide underground electrical service to the development, and electric facilities will be maintained by Duke after the dedication to the District.

Entry Feature
Landscaping, irrigation, entry features, and walls at the entrances and along the outside boundary of the development will be provided by the District. The development will not be gated. The irrigation system will use an irrigation well. The well and irrigation water mains for the development's various phases will be constructed and acquired by the CDD with District funds and operated and maintained by the CDD. Landscaping for the roadways will consist of sod, perennial flowers, shrubs, ground cover, and trees for the internal roadways within the CDD. Perimeter fencing will be provided at the site entrances and perimeters, which will be funded, owned, and maintained by the CDD.

Miscellaneous
The stormwater improvements, landscaping and irrigation, recreational improvements, and certain permits and professional fees as described in this report are being financed by the District to benefit all the developable real property within the District. The construction and maintenance of the proposed public improvements will benefit the development for the intended use as a single-family/residential planned development.

Permitting
Construction permits for the development are required and include the City, County, SWFWMD, and FDEP.

Following is a summary of required permits obtained or pending approval for the construction of the public infrastructure improvements for the District.
Table 5.1 Permit Status

PERMIT STATUS

PERMITS/APPROVALS	PERMIT STATUS

Zoning Approval	Residential Planned Unit Development (RPUD)	
Preliminary Plat	To Be Obtained	
SWFWMD ERP	To Be Obtained	
Construction Permits	To Be Obtained	
FDEP Sanita  Sewer General Permit	To Be Obtained	
FDEP Water Distribution General Permit	To Be Obtained	
NOi	To Be Obtained	

Recommendation
As previously described, the public infrastructure is necessary for the development and functional operation as required by the City. The site planning, engineering design, and construction plans for the infrastructure are in accordance with the applicable requirements of the City, SWFWMD, and FDEP. It should be noted that the infrastructure will provide its intended use and function provided the construction and installation are in substantial conformance with the design construction plans and regulatory permits.

White Clay Community Development District

Items utilized in the Opinion of Probable Costs of this report are based upon the proposed plan infrastructure as shown on construction drawings incorporating specifications in the most current SWFWMD, Polk County, and the City regulations.

Report Modification
During the development and implementation of the designed public infrastructure improvements, it may be necessary to make modifications and/or deviations to the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the cost differences would not materially affect the proposed construction cost estimates.

Summary and Conclusion
·, "'"The improvements, as outlined, are necessary for the functional development ofthe COD, The COD is being designed in accordance with current government regulatory requirements. The development will serve its intended function provided the construction is in substantial compliance with the design.
Construction of the development is based upon current development plans.

Engineer's Certification
It is our professional opinion that the public infrastructure costs for the CIP provided in this report are reasonable to complete the construction of the public infrastructure improvements. Furthermore, the public infrastructure improvements will benefit and add value to lands within the District and the value is at least the same as the costs for said improvements. Assets will be purchased by the District at the lesser of fair market value or actual cost. All improvements financed by the District will be on land owned by, or subject to a permanent easement in favor of, the District or another governmental entity.

The Opinion of Probable Costs for the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon current unit prices and on our experience with ongoing and similar projects and basis in the county and the City. However, labor market, future costs of equipment; materials, changes to the regulatory permitting agencies' activities, and the actual construction processes employed by the chosen site contractor are beyond the engineer's control. Due to this inherent opportunity for changes (upward or downward) in the construction costs, the total,
fi.nal construction cost may be more or less than this estimate.
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�.,  ,,·,.;.i•, Based upon.the presumption that the CIP construction continues in a timely marmer/ it is ouropinion that
•• • ,. the	costs ofthe CIP proposed represent a system of improvements benefitting all developable property located within the District, are fair and reasonable, and that the District-funded improvements are assessable improvements within the meaning of Chapter 190, F.S. We have no reason to believe that the CIP improvements cannot be constructed at the cost described in this report. We expect the improvements to be constructed or acquired by the District with bond proceeds, as indicated within this report. We believe that the District will be well served by the improvements discussed in this report.

I hereby certify that the foregoing is a true and correct copy of the engineer's report for the White Clay Community Development District.

Reinardo Malave, P.E.
Florida License No. 31588

D	Phase1
-	Phase2
D	Parcels

PHASE 1
345	� . ...
272811-000000-043010	
346	272811-000000-044020	
PHASE 2
313	272810-000000-021000	
318	272810-000000-012050	
334	272810-000000-012040	
335	272810-000000-022020	
336	272810-000000-022030	
337	272810-000000-022050	
438	272810-000000-012030	
439	272810-000000-012020	
LH51	272810-000000-023050	
LH52	272810-000000-023030	

EXHIBIT 1 - BOUNDARY MAP WHITE CLAY CDD
Dewberry·

NO  140 280	560

+

Fee.t
Date: 6/11/2024

Service Layer Credits: Source: Esri, Maxar, Earthstar GeogrepMca, and the GIS User Community

LEGAL DESCRIPTION:
A PORnON OF SECnONS 10 AND 11, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING MORE PARnCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 10; THENCE N89"J2'12"£, ALONG THE NORTH LINE OF SECnON 10, A DISTANCE OF 1326.43 FEET TO A POINT ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 10; THENCE S00'28'or£, ALONG SAID WEST LINE, A DISTANCE OF 1325.47 TO A POINT ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 10 AND ALSO THE POINT OF BEGINNING; THENCE N8918'03"£, ALONG SAID SOUTH LINE, A DISTANCE OF 1326.39 FEET TO A POINT ON THE EAST LINE OF SECTION 10; THENCE S00'28'00"£, ALONG SAID EAST LINE, A DISTANCE OF 1320.01 FEET TO A POINT ON THE NORTH LINE NORTHWEST 1/4 OF THE .SOUTHWEST 1/4 OF SECTION 11; THENCE N89"44'10"£, ALONG SAID NORTH LINE, A DISTANCE OF 606.12 FEET; THENCE DEPARTING SAID NORTH LINE, RUN S0018'15"£, A DISTANCE
OF 55.83 FEET;, THENCE SOO"J2'08"£,,. A DISTi."A.N. CE. OF 697.9.5 FE£.!1..•.. THENCE N,.89'27'52"£, A DISTANCE OF 212.66 FEET TO A Pu/NT OF CURVA TUR£ uF A CURVE,, (;9/'{QA.v.£..,S(lUJJ-{m:.'STERlY HAVING A RADIUS OF 190.00 FEET, A CENTRAL ANGLE OF 83'48'39� A CHORD BEARING OF S48'37'4B"E AND A CHORD DISTANCE OF 253.80 FEET;,. THENCE
- RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 277.92 FEET TO A POINT OF NON- t"ANGENCY;

1

THENCE N61'22'10"£, A DISTANCE OF 349.91 FEET TO A POINT ON THE EAST LINE OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 11; THENCE S00"14'0r£, ALONG SAID EAST LINE, A DISTANCE OF 1887.87 FEET TO A

o /

!_  :?W,lc0fA;{f�J8/1tLl�i£ lFDlft,/JP1tJWEfJ,i{1OJ£ff'�a5°#ll''lrfJJr//isfFcg��i�N 1  sf/IJ'cf,f f49�fi;1

i

� S8912'40"W. ALONG THE SOUTH LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID "' SECTION 10 , A DISTANCE OF 661.37 FEET TO A POINT ON THE ltf'ST LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10; THENCE N00'21'13"� ALONG SAID ltf'ST LINE, A DISTANCE OF 1322.31
I,! FEET TO A POINT ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECnON 10; l	THENCE S89-08'16"W. ALONG SAID SOUTH LINE, A DISTANCE OF 662.28 FEET TO A POINT ON THE ltf'ST LINE OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 10; THENCE N00'23'34"W. ALONG SAID WEST LINE, A

j

"' DISTANCE OF 280.71 FEET,· THENCE DEPARnNG SAID WEST LINE, RUN S89-06'04"W. A DISTANCE OF 662.47 FEET TO A POINT ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECnON 10;

j

THENCE N00'25'55"W. ALONG SAID WEST LINE, A DISTANCE OF 1040.32 FEET TO A POINT ON THE NORTH LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 • OF SAID SECTION 10; THENCE N89V3'53"£, ALONG SAID NORTH LINE, A DISTANCE OF 663.19 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST 1/4 OF THE
�	NORTHWEST 1/4 OF SAID SECTION 10; THENCE N00'28'orw. ALONG SAID WEST LINE, A DISTANCE OF 1325.47 FEET
j TO THE PO/N( OF BEGINNING.

I

�  TOGETHER WITH
A PORnoN OF THE NORTHWEST 1/4 OF THE souTHWEST 1/4 OF SECTION 11, TOWNSHIP 28 souTH. RANGE 21 EAST.
�	POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRfBED AS FOLLOWS:
t'l
j COMMENCE AT THE CENTER CORNER OF THE OF SAID SECTION 11; THENCE S89'44'1o·w. ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 11, A DISTANCE OF 1320.09 FEET TO A POINT IN THE EAST LINE OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 11 AND ALSO THE POINT OF BEGINNING; THENCE

0Zlfr}tif ��RlftJlFlft fl!litl&¼t'1!15k�t'1J£,.f��TI?-��t }flENCE N89"44'10"£, ALONG SAID NORTH LINE,

1

]	S0074'0r£,	ALONG SAID EAST UN£, A DISTANCE ()F 332.33. FEET; THENCE DEPARTING •SAID EAST LINE, RUN

'  ..

I1i ''�S89'33'03"W.' 'A'DISTANCE'OF 150.0J FEET; THENCE N00'18'15"W. 'A DISTANCE OF 332.39''F££T 'TO A POINT ON THE

�
!
CONTAINING 184 ACRES MORE OR LESS.	SHEET 2 OF .J	(SEE SHEET J FOR SKETaf OF 0£SCR/PTION)
SKETCH OF DESCRIPTlON ONLY.	THIS IS NOT A SURVEY.
{

�	SKETCH OF DESCRIPTION

'I

l	-OF-
WHIT£ CLAY COD

(j
I	SECnONs 10 ct 11, TOWNSHIP 28 SOUTH,

8 Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHoNE: 321.354.9826 FAX:407.648.9104

PREPARED FOR:
CH DEV LLC

I	RANGE 27 EAST
j POLK COUNTY

FLORIDA

WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION NO. LB 8011

DA'TE: 08/23/2023 REV DA'TE:06/20/24 SCALE 1• = N/A

PROJ: 50156285 DRA'MI BY:WS CHECKED BY: rrPH

COMPOSITE EXHIBIT 2 - LEGAL DESCRIPTION
WHITE CLAY CDD
Dewberry·

a  140 2ao	560
Feet
Date: 8/15/2024

Service Layer Credits: Source: Esri, Maxar, Earthstar Geographies, and the GIS User Community

UN£ TABLE	UN£ TABLE
UN£ BEARING LENGTH	UN£ BEARING LENGTH LI		50018�5-C	MB.J'		Lt/	5!193.J'OJ"W	150.07' L2	S0032'0B"C 897.95'		 L7	 N001�5"W	 .ll2.J9'
LJ	N89'27'52"C 212.68'	L8	N89\U'I0"C 150.47' L4	 lm1'22'10"E	J,#9.91'
L5	S0014'07"C  .lJ2..JJ'

I .._.NE 1/4 OF Tl/£ I
NW 1/4

WHITE CLAY  1·"•"·"·····'""'··'.·'·''""··:,•.•:·	•1
	PIT RD	
1	1

ij

1 INCH - 1000 FEET	(SEE S1EET 2 FOR OESCRIPTKJN OF SKETr:H)
fr.:::======= SKETCH OF DESCRIPTION ONLY. - THIS IS NOT A SURVEY.	============:::::i
===============�r--------	,-;::::==========	
l
t
I
!
(J
I I
f	SKETCH OF DESCRIPTION
-OF-
WHIT£ aA Y COD

SECTIONS 10 &- 11, TO'MISHIP 28 SOUTH,
RANGE 27 £AST
POU< COUNTY	FLORIDA	I  Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:
CH DEV UC

DA 7£· 08/23/2023	 PROJ: 50156285 R£V DATf:08/20/24	 ORAYII BY:WS SCALE 1• "' 1000'	CHE<XED BY: WPH		
COMPOSITE EXHIBIT 2 - LEGAL DESCRIPTION
WHITE CLAY CDD
Dewberry·	+"	0  140  280	560
l!!!!!!liiiiiil!!!!!!!!!!!!!!IFeet
Date: 8/15/2024	

WHITE CLAY CDD BOUNDARY

Legend
White Clay COD
D	Parcels
FLUNAME
-A/RR LJ1ND

EXHIBIT 3 - LAND USE MAP
WHITE CLAY CDD
Dewberry·

+

0	140	280

560
Feet

WHITE CLAY COD BOUNDARY

WhiteClay Pi( Road

334

438 439

1=;::::::;::::;;::.r:Hughes·Road,,	---

l!H51

LH52

313

345

345
337

White Clay CDD
CJ Parcels
FLUNAME
l!JillallEil  A/RR

-	IND

336 335 346

-----r----County.Rd 546.E,	---t

+

EXHIBIT 4 - FUTURE LAND USE MAP

Dewberry·

WHITE CLAY CDD

0	140  280	560
Feet

									
									
Future Wastewater Treatment Plant

16" WM to remain

._ ...�.	..  f:'lughes:Road--=-=====:;;==	,

Existing 16" WM to be relocated within Project to Kokomo

Sewer
--Water
C White Clay COD
D	Parcels
FLD_ZONE
-A
	Ox

+

EXHIBIT 5 - DRAINAGE AND UTILITIES MAP

Dewberry·

WHITE CLAY CDD

0	150 300	600
Feet

-
White Clay Community Development District

SUMMARY OF PROPOSED DISTRICT FACILITIES

lk

Exhibit 7A

DISTRICT	CONSTRUCTION	OWNERSHIP	CAPITAL	OPERATION AND	
INFRASTRUCTURE			FINANCING	MAINTENANCE	
Stormwater Facilities	District	District	District Bonds	District	
Lift Stations/Water/Sewer	District	City of Haines City	District Bonds	City of Haines City**	
Street LighJing	District	District	District Bonds****	Distric![Duke Energy*	
Road Construction	District	District	District Bonds	District	
'	� '	,.  , "
Offsite Improvements·	..
District	Polk County	District Bonds	._..,.,_.,A;..._
City of Haines City/Po County***	
Entry Feature & Signage	District	District	District Bonds	District	
Recreation Facilities/Amenities	District	District	District Bonds	District	
*Costs not funded by bonds will be funded by the developer.
**Lift Stations/Water/Sewer to be owned by Haines City and operated and maintained by City of Haines City.
***Offsite roads to be owned by Haines City but operated/maintained by either City of Haines City or Polk County.
**** District Bonds will only finance the incremental cost of undergrounding power within the public rights-of-way or easements. Streetlights and other electrical system costs are being financed by the Developer.

t	•	.,_ !

COMPOSITE EXHIBIT 7B

COST ESTIMATE
PHASE 1	PHASE 2

SUBTOTALS

767 LOTS

INFRASTRUCTURE		42'LOTS 121 LOTS

52' LOTS
167 LOTS

42' LOTS
183 LOTS

52' LOTS
296 LOTS

2025-2027	2026-2028
 
Offsite Improvements (1)(5)(7)(10)	$	526,259.61	$	726,325.24	$ 795,913.29	$1,287,378.88	$ 3,335,877.02	
Stormwater Management
(1)(2)(3)(5)(6)(7)(10)	$ 1,472,885.97
,::;_,,.:· :;_,:	$ 2,032,826.09	$2,227,587.87	$ 3,603,092.96	$ 9,336,392.90	
Earthwork		$ 788,065.75
$ 684,820.22	$ 1,087,661.00
$ 945,165.10	$ 1,191,868.04
$1,035,719.84	$ 1,927,830.27
$1,675,262.69	$ 4,995,425.05
$ 4,340,967.84	
Storm Utilities							
Utilities (Water, Sewer, &
Reuse) (1)(5)(7K9)(10)	$1,466,476.67	$2,023,980.19	$ 2,217,894.46	$3,587,414.00	$9,295,765.32	
Water		$ 524,587.62	$724,017.62	$ 793,384.58	$ 1,283,288.71	$ 3,325,278.52	
Reuse		$ 254,560.84	$ 351,336.04	$ 384,996.98	$ 622,727.35	$ 1,613,621.21	
Lift Station & Force
Mains		$ 687,328.21	$ 948,626.54	$ 1,039,512.91	$1,681,397.93	$ 4,356,865.59	
Electrical !1X5K7X9K10l		$277,829.40•	$ 383,450.50	$  420,188.27	$ 679,648.79	$1,761,116.96	
Street Lighting		$ 68,691.02	$ 94,804.96	$ 103,888.07	$ 168,037.54	$ 435,421.60	
Electrical Distribution (Incremental cost of underground conduits
onl	
$209,138.38	
$ 288,645.54	
$ 316,300.20	
$ 511,611.25	$ 1,325,695.37	
Roadwa !1X4K5)(7K10l	$835,160.20	$1,152,659.12	$ 1,263,093.53	$ 2,043,036.53	$ 5,293,949.39	
Parks, Amenities, and Open .
Spaces (1!17X10l•	

SUBTOTAL CONSTRUCTiON' •	' $ 4,1340,0o0.6•0•••	$6,680,000.00	$ 7,320,000.00	$11,840,000.00	$ 30,680,00&.00'	
General Consulting (Engr & L al	10%	$484,000.00	$ 668,000.00	$ 732,000.00	$1,184,000.00	$ 3,068,000.00	
Contingency @ 10%	$ 532,400.00	$734,800.00	$  805,200.00	$ 1,302,400.00	$3,374,800.00	
GRAND TOTAL	$ 5,856,400.00	$ 8,082,800.00	$8,857,200.00	$ 4,326,400.00	$37,122,800.00	

Notes:
Infrastructure consists of public roadway improvements, Stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and public neighborhood parks, all of which will be located on land owned by or subject to a permanent easement in favor of the District or another governmental entity.
Excludes grading of each lot in conjunction with home construction, which will be provided by home builder. Does not include the cost of transportation of fill for use of private lots.
Includes stormwater pond excavation.
Includes sub-grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Stormwater does not include grading associated with building pads.
Estimates are based on 2024 costs.
Includes costs of survey, mobilization, and entrance of the construction site.
COD will enter into a Lighting Agreement with Duke Energy for the streetlight poles and lighting service (funded by the Developer).
The costs associated with the infrastructure are a master cost and are effectively shared by the entire project (all phases).

,,,

�..;;:..,	<

ExhibltC
Section 189, Florida Statutes

Select Year:	2025  :.	Go

The 2025 Florida Statutes

Title XIII PLANNING AND DEVELOPMENT

Chapter 189
UNIFORM SPECIAL DISTRICT ACCOUNTABILITY ACT

. View Entire Chapter

189.08	Special district public facilities report.-
(1} It is declared to be the policy of this state to foster coordination between special districts and local general-purpose governments as those local general-purpose governments develop comprehensive plans under the Community Planning Act, pursuant to part II of chapter 163.
Each independent special district shall submit to each local general-purpose government in which it is located a pubtic facilities report and an annual notice of any changes. The public facilities report shall specify the following information:
A description of existing public facilities owned or operated by the special district, and each public facility that is operated by another entity, except a local general-purpose government, through a lease or other agreement with the special district. This description shall include the current capacity of the facility, the current demands placed upon it, and its location. This information shall be required in the initial report and updated every 7 years at least 12 months before the submission date of the evaluation and appraisal notification letter of the appropriate local government required bys. 163.3191. The department shall post a schedule on its website, based on the evaluation and appraisal notification schedule prepared pursuant to s. 163.3191(6), for use by a special district to determine when its public facilities report and updates to that report are due to the local general-purpose governments in which the spectal district is located.
A description of each public facility the district is building, improving, or expanding, or is currently proposfng to build, improve, or expand within at least the next 7 years, including any facilities that the district is assisting another entity, except a local general-purpose government, to buHd, improve, or expand through a lease or other agreement with the district. For each public facility identified, the report shall describe how the district currently proposes to finance the facility.
If the special district currently proposes to replace any facilities identified in paragraph (a) or paragraph
(b) within the next 10 years, the date when such facility will be replaced.
The anticipated time the construction, improvement, or expansion of each facility will be completed.
The anticipated capacity of and demands on each public facility when completed. In the case of an improvement or expansion of a public facility, both the existing and anticipated capacity must be listed.
A special district proposing to build, improve, or expand a public facility which requires a certificate_of need pursuant to chapter 408 shall elect to notify the appropriate local general-purpose government of its plans either in its 7-year plan or at the time the letter of intent is filed with the Agency for Health Care Adminfstration pursuant to s. 408.039.
Those special districts building, improving, or expanding public facilities addressed by a development order issued to the developer pursuant to s. 380.06 may use the most recent local government report required bys. 380.06(6) and submitted by the developer, to the extent the annual report provldes the information required by subsection (2).

(5} The facilities report shall be prepared and submitted within 1 year after the districCs creation.
For purposes of the preparation or revision of tocal government comprehensive plans required pursuant to
s. 163.3161, a special district public facilities report may be used and relied upon by the local general-purpose government or governments within which the special district is located.
Any special district that has completed the construction of its public facilities, improvements to its facilities, or its development is not required to submit a public facilities report, but must submit the information required by paragraph (2)(a).
(8} A special district plan of rectamation required pursuant to general law or special act, including, but not limited to, a plan prepared pursuant to chapter 298 which complies with the requirements of subsection (2), shall satisfy the requirement for a public facilities report. A water management and control plan adopted pursuant to s. 190.013, which complies with the requirements of subsection (2), satisfies the requirement for a public facilities report for the facilities the plan addresses.
(9) The Reedy Creek Improvement District is not required to provide the public facilities report as specified in subsection (2}.
{10) Each deepwater port listed ins. 403.021(9)(b) shall satisfy the requirements of subsection (2) by submitting to the appropriate local government a comprehensive master plan as required bys. 163.3178l2)(k). All other ports shall submit a public facilities report as required in subsection (2).
History.-s. 20, ch. 89-169; s. 26, ch. 95-280; s. 16, ch. 97-255; s. 17, ch. 99-8; s. 38, ch. 2011-139; s. 15, ch. 2012-99; s. 35, ch.
2014-22; s. 9, ch. 2018-158; s. 6, ch. 2023-31.
Note.-former s. 189.415.

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