Florida Public Service Commission native order document 01717-2026

FILED 3/23/2026
DOCUMENT NO. 01717-2026
FPSC 	- COMMISSION CLERK
BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION
DOCKET NO. 20250104-WS
ORDER NO. PSC-2026-0076-FOF-WS
ISSUED: March 23, 2026
The following Commissioners participated in the disposition of this matter:
GABRIELLA PASSIDOMO SMITH, Chairman
GARY F. CLARK
MIKE LA ROSA
BOBBY PAYNE
ANA ORTEGA
ORDER APPROVING GIBSON PLACE UTILITY COMPANY. LLC’S
APPLICATION TO AMEND CERTIFICATE NOS. 677-W AND 577-S
IN LAKE AND SUMTER COUNTIES
BY THE COMMISSION:
Background
Gibson Place Utility Company, LLC (Gibson or Utility) 	is a water and wastewater utility
in 	Lake 	and 	Sumter 	Counties 	currently 	serving 	approximately 	5,769 	equivalent 	residential
connections (ERCs). The 	Utility 	is 	in 	the Southwest 	Florida Water Management 	District. On
November 	24, 	2020, we 	granted Gibson 	original 	Certificate Nos. 677-W and 577-S and 	also
granted 	the 	Utility’s 	request 	to 	bifurcate 	rate 	setting. 1 On 	January 	31, 	2022, we 	approved
Gibson’s 	application 	to 	delete 	parts of 	its 	service 	territory. 2 We approved 	the 	Utility’s 	initial
rates and charges on November 21 ,2022. 3
On August 	27, 	2025, Gibson 	filed an 	application 	for an amendment 	to add and 	delete
parts of its 	service 	territory 	in Lake and Sumter Counties 	in conjunction with Middleton Utility
1Order No. PSC-2020-0473-PAA-WS, issued November 24, 2020, in Docket No. 202001 85-WS, In re: Application
for 	certificates 	to provide water and wastewater service 	in Lake and Sumter 	Counties, by Gibson Place 	Utility
Company, LLC.
2Order No. PSC-2022-0049-FOF-WS, issued January 31, 2022, in Docket No. 20210125-WS, In re: Application for
amendment of Certificate Nos. 677-W and 577-S to delete territory in Lake and Sumter Counties, by Gibson Place
Utility Company, LLC.
3Order No. PSC-2022-0404-PAA-WS, issued November 21, 2022, in Docket No. 202001 85-WS, In re: Application
for 	certificates 	to provide water and wastewater service 	in Lake and Sumter 	Counties, by Gibson Place 	Utility
Company, LLC.
In re: Application for amendment of Certificate
Nos. 677-W and 577-S 	to add and delete
territory in Lake and Sumter Counties, by
Gibson Place Utility Company, LLC._

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS
PAGE 2
Company, LLC’s (Middleton) application to also amend its service territory.4 The application
was initially found to be deficient, and a deficiency letter was issued on September 30, 2025.
The Utility filed a response to the deficiencies on October 8, 2025. A second deficiency letter
was issued on December 9, 2025, and the application was deemed complete on December 23,
2025, which is considered the official filing date.
In its application, Gibson explains that the requested changes to each utility’s service
territory are meant to align with the overall development plan for The Villages communities in
Sumter and Lake Counties. Gibson provides water and wastewater services to its customers by
operating its own water and wastewater treatment facilities. Gibson also provides water and
wastewater services to Middleton through a bulk services contract, while Middleton maintains its
own distribution and collection systems.
This order addresses the Utility’s request to extend its water and wastewater service
territory, as well as delete a portion of its water and wastewater service territory. We have
jurisdiction pursuant to Section 367.045, Florida Statutes (F.S.).
Decision
Legal Standard
Applications for amendments of service territory are governed by Section 367.045, F.S,
and Rule 25-30.036, Florida Administrative Code (F.A.C.). The statute provides that we may
grant, amend, or deny a certificate in whole or in part or with modifications in the public interest.
The rule provides all of the requirements the applicant must provide in an application for
amendment to a certificate of authorization to extend or delete service area. In granting or
amending a certificate, we do not need to consider any local comprehensive plan unless an
objection is timely made. No such objection has been made in this proceeding.
Analysis
The Utility’s application to amend its authorized service territory is in compliance with
the governing statute, Section 367.045, F.S., and Rule 25-30.036, F.A.C. The appropriate filing
fee, as required by Section 367.145, F.S., was received on September 4, 2025. Revised tariff
sheets were provided with the Utility’s application. The Utility provided notice of the application
pursuant to Section 367.045(2)(a), F.S., and Rule 25-30.030(5)(b), F.A.C. This notice provided
30 days for customers to file an objection to the transfer. No objections to the application have
been received and the time for filing such has expired.
Gibson provided adequate service territory maps and territory descriptions. 	A legal
description of the territory to be extended and deleted was provided as well as the resulting
description of service territory which is shown in Attachment A. The Utility submitted an
4 Docket No. 2025103-WS.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS
PAGE 3
affidavit on August 27, 2025, consistent with Rule 25-30.036(2)(q), F.A.C., that it has tariffs on
file with us.
In its application, the Utility stated that the area to be deleted from its certificated service
territory is undeveloped. Gibson further explained that this area will be included in a future
original certificate application of a new utility.
As for the territory being added, there are no current customers and this is the area
Middleton has asked be deleted from its territory in Docket No. 20250103-WS. The proposed
expansion area will serve a combination of residential single-family homes and commercial
customers such as retail, medical, and recreational facilities. The Utility stated that the proposed
service territory will be served by its existing 9.98 million gallons per day (MGD) water
treatment plant (WTP) and 2.684 MGD wastewater treatment plant (WWTP). Gibson stated that
both the capacity of its existing WTP and WWTP are sufficient to serve its existing and proposed
service territory as well as fulfill its obligation to serve the customers of Middleton.
We reviewed the Utility’s most recent sanitary survey report dated July 25, 2025, for
Gibson’s WTP as well as the Department of Environmental Protection’s Safe Drinking Water
Program Reports dated August 8 and 15, 2022, and no deficiencies were found. The Utility’s
WWTP became operational in April of 2023 and the Department of Environmental Protection
has not yet conducted a compliance inspection evaluation since it became operational.5 There are
currently no outstanding Consent Orders or Notices of Violation from the Department of
Environmental Protection.
Conclusion
Based on the information above, we approve the amendment of Certificate Nos. 677-W
and 577-S to include the territory as described in Attachment A, effective the date of our vote.
This order shall serve as Gibson’s amended certificate and shall be retained by the Utility. The
Utility shall charge future customers in the territory added herein the rates and charges contained
in its current tariffs until a change is authorized by us in a subsequent proceeding.
Based on the foregoing, it is
ORDERED 	by 	the 	Florida 	Public 	Service 	Commission 	that 	Gibson 	Place 	Utility
Company, LLC’s application to amend Certificate Nos. 677-W and 577-S to add and delete
territory from its certificated service area in Lake and Sumter counties is hereby approved,
effective March 3, 2026.. It is further
ORDERED that this order shall serve as Gibson Place Utility Company, LLC’s amended
certificate and shall be retained by the Utility. It is further
5 The Department of Environmental Protection typically conducts a Compliance Inspection Evaluation every three
years.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS
PAGE 4
ORDERED that Gibson Place Utility Company, LLC shall charge future customers in the
territory added herein the 	rates and charges contained 	in 	its current 	tariffs 	until we 	authorize a
change in a subsequent proceeding. 	It 	is further
ORDERED that this docket shall be closed.
By ORDER of the Florida Public Service Commission this 23rd day of March, 2026 	.
ADAM TEITZMAN
Commission Clerk
Florida Public Service Commission
2540 Shumard Oak Boulevard
Tallahassee, Florida 32399
(850) 413-6770
www.floridapsc.com
DD
Copies 	furnished: A 	copy 	of 	this document 	is
provided 	to 	the 	parties 	of record 	at 	the 	time 	of
issuance and, 	if applicable, interested persons.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS
PAGE 5
NOTICE OF FURTHER PROCEEDINGS OR JUDICIAL REVIEW
The Florida Public Service Commission is required by Section 120.569(1), Florida
Statutes, to notify parties of any administrative hearing or judicial review of Commission orders
that is available under Sections 120.57 or 120.68, Florida Statutes, as well as the procedures and
time limits that apply. 	This notice should not be construed to mean all requests for an
administrative hearing or judicial review will be granted or result in the relief sought.
Any party adversely affected by the Commission's final action in this matter may request:
1) reconsideration of the decision by filing a motion for reconsideration with the Office of
Commission Clerk, 2540 Shumard Oak Boulevard, Tallahassee, Florida 32399-0850, within
fifteen (15) days of the issuance of this order in the form prescribed by Rule 25-22.060, Florida
Administrative Code; or 2) judicial review by the Florida Supreme Court in the case of an
electric, gas or telephone utility or the First District Court of Appeal in the case of a water and/or
wastewater utility by filing a notice of appeal with the Office of Commission Clerk, and filing a
copy of the notice of appeal and the filing fee with the appropriate court. 	This filing must be
completed within thirty (30) days after the issuance of this order, pursuant to Rule 9.110, Florida
Rules of Appellate Procedure. 	The notice of appeal must be in the form specified in Rule
9.900(a), Florida Rules of Appellate Procedure.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 6 	Page 1 of 14
GIBSON PLACE UTILITY COMPANY, LLC
SUMTER AND LAKE COUNTIES
WATER AND WASTEWATER SERVICE AREA
THAT PORTION OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 19 SOUTH,
RANGE 	23 	EAST, 	SUMTER 	COUNTY, 	FLORIDA, 	LYING 	SOUTHWESTERLY 	OF
FLORIDA'S TURNPIKE.
AND
TOGETHER WITH THAT PORTION OF SECTION 1, TOWNSHIP 20 SOUTH, RANGE 23
EAST, SUMTER COUNTY, FLORIDA; LYING SOUTH OF THE WESTERLY RIGHT OF
WAY FOR FLORIDA'S TURNPIKE;
AND LESS:
COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF AFORESAID
SECTION 1; THENCE ALONG THE SOUTH LINE THEREOF RUN N89°12'47"W, 261.55
FEET TO THE WESTERLY RIGHT OF WAY LINE OF FLORIDA'S TURNPIKE FOR THE
POINT OF BEGINNING; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY LINE
CONTINUE ALONG SAID SOUTH LINE N89°12'47"W, 1182.26 FEET TO A POINT ON A
LINE LYING 1443.75 FEET WEST OF THE EAST LINE OF SAID SOUTHEAST 1/4 OF
SECTION 1; THENCE DEPARTING SAID SOUTH LINE RUN N00°16'21"E PARALLEL
WITH SAID EAST LINE A DISTANCE OF 421.40 FEET; THENCE S44°46'36"E, 544.64
FEET; THENCE N40°51'28"E, 548.39 FEET TO A POINT ON THE ARC OF A NON¬
TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 5,579.58
FEET AND A CHORD BEARING AND DISTANCE OF S43°55'07"E, 194.08 FEET TO
WHICH 	A 	RADIAL 	LINE 	BEARS 	N45°05'06"E; 	SAID 	POINT 	ALSO 	BEING 	ON
AFORESAID WESTERLY RIGHT OF WAY LINE OF FLORIDA'S TURNPIKE; THE
FOLLOWING TWO (2) COURSES BEING ALONG SAID WESTERLY RIGHT OF WAY
LINE: RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 01°59'35", AN ARC DISTANCE OF 194.09 FEET TO THE POINT
OF TANGENCY; THENCE S42°55'19"E, 445.17 FEET TO THE TO THE POINT OF
BEGINNING.
AND

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 7 	Page 2 of 14
TOGETHER WITH THAT PORTION OF SECTION 2, TOWNSHIP 20 SOUTH, RANGE 23
EAST, 	SUMTER 	COUNTY, 	FLORIDA, 	LYING 	SOUTHWESTERLY 	OF 	FLORIDA'S
TURNPIKE.
AND
TOGETHER WITH THAT PORTION OF SECTION 3, TOWNSHIP 20 SOUTH, RANGE 23
EAST, 	SUMTER 	COUNTY, 	FLORIDA, 	LYING 	EASTERLY 	OF 	THE 	EAST 	RIGHT-
OFWAY FOR MARSH BEND TRAIL (ALSO KNOW AS COUNTY ROAD 501).
LESS THE FOLLOWING DESCRIBED LAND:
FROM 	THE 	NORTHWEST 	CORNER 	OF 	THE 	SOUTHWEST 	1/4 	OF 	SECTION 	3,
TOWNSHIP 	20 	SOUTH, 	RANGE 	23 	EAST, 	SUMTER 	COUNTY, 	FLORIDA, 	RUN
S33°52'42"E, 202.27 FEET, THENCE RUN N66°56'13"E, 149.98 FEET TO A POINT ON THE
EASTERLY 	RIGHT 	OF 	WAY 	LINE 	OF 	MARSH 	BEND 	TRAIL 	(ALSO 	KNOW 	AS
COUNTY 	ROAD 	501) 	FOR 	THE 	POINT 	OF 	BEGINNING; 	THENCE 	CONTINUE
N66°56'13"E, 415.12 FEET; THENCE RUN S23°03'47"E, 396.69 FEET; THENCE RUN
S66°56'13"W, 414.82 FEET TO A POINT ON THE AFORESAID EASTERLY RIGHT-
OFWAY LINE OF MARSH BEND TRAIL (ALSO KNOWN AS COUNTY ROAD 501); SAID
POINT LYING ON A CURVE CONCAVED NORTHEASTERLY AND HAVING A RADIUS
OF 2,920.00 FEET, THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH 	A 	CENTRAL 	ANGLE 	OF 	07°47'23" 	AND 	A 	CHORD 	BEARING 	AND
DISTANCE OF N23°06'23"W, 396.69 FEET; THENCE NORTHWESTERLY ALONG SAID
CURVE AN ARC DISTANCE OF 397.00 FEET TO THE POINT OF BEGINNING.
AND:
TOGETHER WITH THAT PORTION OF SECTION 10, TOWNSHIP 20 SOUTH, RANGE 23
EAST, SUMTER COUNTY, FLORIDA; LYING NORTHEASTERLY AND EASTERLY OF
MARSH BEND TRAIL (ALSO KNOWN AS COUNTY ROAD 501).
LESS THOSE PORTIONS OF SAID SECTION 10 DESCRIBED AS FOLLOWS: 	THE
NORTH 405.00 FEET OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 AND LESS
THE SOUTH 270.00 FEET OF THE NORTH 675.00 FEET OF THE WEST 885.00 FEET OF
THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4.
AND

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 8 	Page 3 of 14
TOGETHER WITH ALL OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 23 EAST,
SUMTER COUNTY, FLORIDA.
AND
TOGETHER WITH THAT PORTION OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE 23
EAST, SUMTER COUNTY, FLORIDA; LESS THE EAST 1443.75 FEET THEREOF.
AND
TOGETHER WITH THE THAT PORTION OF SECTION 13, TOWNSHIP 20 SOUTH,
RANGE 23 EAST, SUMTER COUNTY, FLORIDA; LESS THE NORTH 1/2 OF THE
NORTHEAST 1/4 OF THE NORTHEAST 1/4 THEREOF; ALSO LESS THE NORTH 1/2 OF
THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 THEREOF.
AND
TOGETHER WITH THE EAST 190 FEET OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 20
SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA; LESS THE NORTH 50 FEET
AND LESS THE EAST 15 FEET THEREOF.
AND
TOGETHER WITH ALL OF SECTIONS 14, 23 AND 24, TOWNSHIP 20 SOUTH, RANGE 23
EAST, SUMTER COUNTY, FLORIDA.
AND
TOGETHER WITH THAT PORTION THE NORTH 1/2 OF THE NORTHEAST 1/4 OF
SECTION 29, TOWNSHIP 20 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA.
AND
TOGETHER WITH SECTIONS 15, 16, 20, 21, 22, 25, 26, 27, 28, 33, 34, 35 AND 36, ALL IN
TOWNSHIP 20 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA, LESS THE
RIGHT OF WAY FOR COUNTY ROAD C470.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 9 	Page 4 of 14
AND LESS AND EXCEPT ANY PORTIONS OF SECTION 20, TOWNSHIP 20 SOUTH,
RANGE 23 EAST, SUMTER COUNTY, FLORIDA, THEREOF LYING WESTERLY OF THE
FOLLOWING DESCRIBED LINE:
BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 20;
THENCE N20°58'19"W, 1218.98 FEET; THENCE N00°18'04"E, 479.89 FEET; THENCE
N29°45'01"W, 1201.55 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST
1/4 OF AFORESAID SECTION 20 FOR THE POINT OF TERMINUS OF SAID LINE.
ALSO LESS AND EXCEPT ANY PORTIONS OF SECTIONS 25, 26, 27, 28, 33, 34, 35 AND
36, ALL IN TOWNSHIP 20 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA,
THEREOF 	LYING 	SOUTHERLY, 	SOUTHEASTERLY, 	SOUTHWESTERLY 	AND
WESTERLY OF THE FOLLOWING DESCRIBED LINE:
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF AFORESAID
SECTION 25; THENCE ALONG THE EAST LINE THEREOF RUN S00°22'23"W, 496.97
FEET TO THE POINT OF BEGINNING OF SAID LINE; THENCE N89°37'37"W, 51.88
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 1,200.00 FEET; THENCE WESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 21°24'33", AN ARC DISTANCE OF
448.39 FEET TO THE POINT OF TANGENCY; THENCE S68°57'49"W, 155.80 FEET TO
THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE 	SOUTHEASTERLY 	AND
HAVING A RADIUS OF 1,200.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°48'54", AN ARC DISTANCE OF
289.34 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
NORTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,200.00 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	13°01'51', 	AN 	ARC 	DISTANCE 	OF 	272.92 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE S68°10'46"W, 155.77 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1,200.00 FEET; THENCE
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
19°09'49", AN ARC DISTANCE OF 401.36 FEET TO THE POINT OF TANGENCY;
THENCE S87°20'36"W, 1,485.44 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1,190.00 FEET; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 71°00'28", AN ARC DISTANCE OF 1,474.79 FEET TO THE POINT OF
TANGENCY; THENCE S16°20'08"W, 429.41 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,190.00 FEET;
THENCE 	SOUTHWESTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A
CENTRAL ANGLE OF 72°11'26", AN ARC DISTANCE OF 1,499.35 FEET; THENCE

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 10 	Page 5 of 14
ALONG A NON-TANGENT LINE RUN S86°01'48"W, 117.11 FEET TO A POINT ON THE
ARC OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF
108.00 FEET AND A CHORD BEARING AND DISTANCE OF N89°46'35"W, 16.22 FEET
TO WHICH A RADIAL LINE BEARS S04°04'58"E; THENCE WESTERLY ALONG THE
ARC 	OF 	SAID 	CURVE, 	THROUGH 	A 	CENTRAL 	ANGLE 	OF 	08°36'45", 	AN 	ARC
DISTANCE OF 16.23 FEET TO THE POINT OF TANGENCY; THENCE N85°28'13"W, 92.70
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 112.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 50°12'29", AN ARC DISTANCE OF 98.15
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	113.00 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 01°39'27", AN ARC DISTANCE OF 3.27 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS
OF 112.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 26°15'26", AN ARC DISTANCE OF 51.33 FEET TO A
POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A
RADIUS OF 1,150.00 FEET AND A CHORD BEARING AND DISTANCE OF S12°36'31"E,
364.31 FEET TO WHICH A RADIAL LINE BEARS S86°30T9"W; THENCE SOUTHERLY
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°13'40", AN
ARC DISTANCE OF 365.85 FEET TO THE POINT OF REVERSE CURVATURE OF A
CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1,250.00 FEET; THENCE
SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
31°56'23", AN ARC DISTANCE OF 696.82 FEET TO THE POINT OF TANGENCY
THENCE S10°13'02"W, 116.16 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE 	EASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	102.00 	FEET; 	THENCE
SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
47°30'10", 	AN 	ARC 	DISTANCE 	OF 	84.57 	FEET 	TO 	THE 	POINT 	OF 	REVERSE
CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF
123.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 96°52'43", AN ARC DISTANCE OF 207.97 FEET TO THE POINT
OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING
A RADIUS OF 102.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 45°41'02", AN ARC DISTANCE OF 81.33
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	2,550.00 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 23°27'52", AN ARC DISTANCE OF 1,044.30 FEET TO THE POINT OF
TANGENCY; THENCE S37°22'25"W, 134.06 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 102.00 FEET; THENCE

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 11 	Page 6 of 14
SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
44°55'56", AN ARC DISTANCE OF 79.99 FEET TO A POINT ON THE ARC OF A NON¬
TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 123.10 FEET AND
A CHORD BEARING AND DISTANCE OF S74°18'12"W, 245.74 FEET TO WHICH A
RADIAL LINE BEARS N77°47'43"E; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE, THROUGH A CENTRAL ANGLE OF 173°00'58", AN ARC DISTANCE OF 371.73
FEET 	TO 	A 	POINT 	ON 	THE 	ARC 	OF 	A 	NON-TANGENT 	CURVE 	CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 102.00 FEET AND A CHORD BEARING
AND DISTANCE OF N44°09'15"W, 86.25 FEET TO WHICH A RADIAL LINE BEARS
N70°51'29"E; 	THENCE 	NORTHWESTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE,
THROUGH A CENTRAL ANGLE OF 50°01'28", AN ARC DISTANCE OF 89.06 FEET TO A
POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 1,950.00 FEET; THENCE WESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 14°06'37", AN ARC DISTANCE OF
480.23 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,780.00 	FEET; 	THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 34°38'53", AN ARC DISTANCE OF 1,076.40 FEET TO THE POINT OF
REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A
RADIUS OF 6,920.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 09°09'13", AN ARC DISTANCE OF 1,105.55
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,830.00 	FEET; 	THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 61°23'33", AN ARC DISTANCE OF 1,960.85 FEET TO THE POINT OF
TANGENCY; THENCE N03°36'37"E, 103.51 FEET TO A POINT ON THE ARC OF A NON¬
TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 114.50 FEET
AND A CHORD BEARING AND DISTANCE OF N32°28'38"W, 36.08 FEET TO WHICH A
RADIAL LINE BEARS N66°35'17"E; THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE, THROUGH A CENTRAL ANGLE OF 18°07'50", AN ARC DISTANCE OF
36.23 FEET; THENCE ALONG A NON-TANGENT LINE RUN S69°12'07"W, 354.67 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND
HAVING A RADIUS OF 1,385.17 FEET; THENCE SOUTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°32'03", AN ARC DISTANCE OF
810.72 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE
EASTERLY AND HAVING A RADIUS OF 759.10 FEET; THENCE SOUTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39°12'57", AN ARC
DISTANCE OF 519.56 FEET TO THE POINT OF TANGENCY; THENCE S03°32'53"E,
234.29 	FEET 	TO 	THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHWESTERLY AND HAVING A RADIUS OF 807.16 FEET; THENCE

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SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	66°20'43", 	AN 	ARC 	DISTANCE 	OF 	934.65 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE S62°47'50"W, 206.71 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1,119.55 FEET;
THENCE 	SOUTHWESTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A
CENTRAL ANGLE OF 41°59'47", AN ARC DISTANCE OF 820.60 FEET TO THE POINT
OF TANGENCY; THENCE S20°48'03"W, 582.68 FEET TO THE POINT OF CURVATURE
OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,753.49
FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 45°55'22", AN ARC DISTANCE OF 1,405.43 FEET TO THE POINT
OF TANGENCY; THENCE S66°43'25"W, 717.02 FEET TO A POINT ON THE ARC OF A
NON-TANGENT 	CURVE 	CONCAVE 	SOUTHWESTERLY, 	HAVING 	A 	RADIUS 	OF
1,038.70 FEET AND A CHORD BEARING AND DISTANCE OF N30°24'58"W, 621.47 FEET
TO WHICH A RADIAL LINE BEARS N76°59'28"E; THENCE NORTHWESTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 34°48'52", AN ARC
DISTANCE OF 631.14 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,549.11 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 30°25'21", AN ARC DISTANCE OF 822.54 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 904.14 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 15°35'30", AN ARC DISTANCE OF 246.04 FEET TO
THE 	POINT 	OF 	TANGENCY; 	THENCE 	N32°59'33"W, 	255.75 	FEET; 	THENCE
N32°41'46"W, 754.48 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE
CONCAVE EASTERLY, HAVING A RADIUS OF 432.89 FEET AND A CHORD BEARING
AND DISTANCE OF N09°50'42"W, 328.81 FEET TO WHICH A RADIAL LINE BEARS
S57°50'04"W; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 44°38'28", AN ARC DISTANCE OF 337.28 FEET TO A POINT ON
THE ARC OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS
OF 874.62 FEET AND A CHORD BEARING AND DISTANCE OF N11°03'24"W, 555.66
FEET TO WHICH A RADIAL LINE BEARS S82°32'08"E; THENCE NORTHERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 37°02'33", AN ARC
DISTANCE 	OF 	565.45 	FEET; 	THENCE 	ALONG 	A 	NON-TANGENT 	LINE 	RUN
N33°15'51"W, 282.45 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4,072.08 FEET AND A CHORD
BEARING AND DISTANCE OF S61°53'28"W, 493.37 FEET TO WHICH A RADIAL LINE
BEARS S31°34'55"E; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 06°56'46", AN ARC DISTANCE OF 493.67 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHERLY,
HAVING A RADIUS OF 838.89 FEET AND A CHORD BEARING AND DISTANCE OF

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N81°21'44"W, 925.42 FEET TO WHICH A RADIAL LINE BEARS S24°50'14"E; THENCE
WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
66°56'59", AN ARC DISTANCE OF 980.24 FEET TO A POINT ON THE ARC OF A NON¬
TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 874.90 FEET
AND A CHORD BEARING AND DISTANCE OF N60°59'37"W, 394.50 FEET TO WHICH A
RADIAL LINE BEARS N42°02'09"E; THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°03'33", AN ARC DISTANCE OF
397.92 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 1,590.63 FEET AND A CHORD BEARING
AND DISTANCE OF N64°31'46"W, 409.70 FEET TO WHICH A RADIAL LINE BEARS
S18°04'16"W; 	THENCE 	NORTHWESTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE,
THROUGH A CENTRAL ANGLE OF 14°47'56", AN ARC DISTANCE OF 410.84 FEET;
THENCE ALONG A NON-TANGENT LINE RUN N56°25'02"W, 908.36 FEET TO A POINT
ON THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A
RADIUS OF 130.21 FEET AND A CHORD BEARING AND DISTANCE OF S83°25'02"W,
119.26 FEET TO WHICH A RADIAL LINE BEARS S33°50T4"E; THENCE WESTERLY
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 54°30'33", AN
ARC DISTANCE OF 123.88 FEET; THENCE ALONG A NON-TANGENT LINE RUN
S43°15'12"W, 14.13 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
SOUTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,920.71 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	01°59'41", 	AN 	ARC 	DISTANCE 	OF 	66.87 	FEET; 	THENCE 	ALONG 	A
NONTANGENT LINE RUN N48°20'55"W, 100.00 FEET TO A POINT ON THE ARC OF A
NONTANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2,020.71
FEET AND A CHORD BEARING AND DISTANCE OF N42°15'56"E, 69.66 FEET TO
WHICH A RADIAL LINE BEARS N48°43'19"W; THENCE NORTHEASTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°58'31", AN ARC
DISTANCE OF 69.66 FEET TO THE POINT OF TANGENCY; THENCE N43°15'12"E, 14.13
FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE EASTERLY,
HAVING A RADIUS OF 130.21 FEET AND A CHORD BEARING AND DISTANCE OF
N05°27'20"W, 83.54 FEET TO WHICH A RADIAL LINE BEARS S65°50'05"W; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
37°25'11", AN ARC DISTANCE OF 85.04 FEET; THENCE ALONG A NON-TANGENT
LINE RUN N54°09'51"W, 58.61 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE 	SOUTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,703.72 	FEET; 	THENCE
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
34°19'21", 	AN 	ARC 	DISTANCE 	OF 	1,020.60 	FEET 	TO 	A 	POINT 	OF 	COMPOUND
CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF
950.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 11°16'13", AN ARC DISTANCE OF 186.87 FEET TO A POINT OF

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COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A
RADIUS OF 2,353.74 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 15°16'23", AN ARC DISTANCE OF 627.42 FEET;
THENCE 	ALONG 	A 	RADIAL 	LINE 	RUN 	N25°01'48"W, 	100.00 	FEET; 	THENCE
N51°22'46"W, 29.08 FEET; THENCE N61°29'31"W, 64.25 FEET; THENCE N42°23'47"W,
75.12 FEET; THENCE N15°55'01"W, 72.62 FEET; THENCE N36°23'27"E, 29.85 FEET;
THENCE 	N47°37'07"W, 	70.02 	FEET; 	THENCE 	N34°04'17"W, 	46.06 	FEET; 	THENCE
N71°05'08"W, 140.37 FEET; THENCE N75°42'34"W, 174.46 FEET; THENCE N79°57'58"W,
249.72 FEET; THENCE N87°34'13"W, 267.86 FEET TO THE SOUTHWEST CORNER OF
THE SOUTHWEST 1/4 OF AFORESAID SECTION 28 FOR THE POINT OF TERMINUS OF
SAID LINE.
ALSO LESS AND EXCEPT ANY PORTIONS OF SECTIONS 15, 16, 20, 21, 22, 27 AND 28,
ALL IN TOWNSHIP 20 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA,
THEREOF LYING NORTHERLY AND WESTERLY OF THE FOLLOWING DESCRIBED
LINE:
COMMENCE AT THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHEAST
1/4 OF AFORESAID SECTION 20; THENCE ALONG SAID WEST LINE THEREOF RUN
N00°24'57"E, 515.30 FEET TO THE POINT OF BEGINNING; SAID POINT BEING ON THE
ARC OF A NON-TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF
8,516.93 FEET AND A CHORD BEARING AND DISTANCE OF S86°08T9"E, 628.73 FEET
TO WHICH A RADIAL LINE BEARS N01°44'46"E; THENCE DEPARTING SAID WEST
LINE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 04°13'50", AN ARC DISTANCE OF 628.87 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
184.26 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 34°45'26", AN ARC DISTANCE OF 111.78 FEET TO THE POINT
OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE 	SOUTHWESTERLY 	AND
HAVING A RADIUS OF 87.44 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 128°09'36", AN ARC DISTANCE OF
195.59 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
EASTERLY AND HAVING A RADIUS OF 224.09 FEET; THENCE SOUTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24°11'14", AN ARC
DISTANCE OF 94.60 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 283.62 FEET; THENCE
SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE OF 29°07'12", AN ARC DISTANCE OF 144.14 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 1,144.99 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE

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THROUGH A CENTRAL ANGLE OF 16°25'37", AN ARC DISTANCE OF 328.27 FEET TO
A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY AND
HAVING A RADIUS OF 1,779.86 FEET; THENCE SOUTHERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 14°25'27", AN ARC DISTANCE OF
448.07 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
EASTERLY AND HAVING A RADIUS OF 674.56 FEET; THENCE SOUTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16°23'38", AN ARC
DISTANCE OF 193.01 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 167.06 FEET; THENCE
SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE OF 31°32'42", AN ARC DISTANCE OF 91.97 FEET TO A POINT OF COMPOUND
CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
455.74 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 29°33'58", AN ARC DISTANCE OF 235.17 FEET TO THE POINT
OF TANGENCY; THENCE N89°25'07"E, 221.72 FEET TO A POINT ON THE ARC OF A
NON-TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 128.79
FEET AND A CHORD BEARING AND DISTANCE OF N28°49'51"W, 83.41 FEET TO
WHICH A RADIAL LINE BEARS N80°03'54"E; THENCE NORTHWESTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 37°47'29", AN ARC
DISTANCE OF 84.95 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 108.50 FEET AND A CHORD
BEARING AND DISTANCE OF N57°07'32"E, 209.75 FEET TO WHICH A RADIAL LINE
BEARS S42°16'32"W; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 209°42'01", AN ARC DISTANCE OF 397.1 1 FEET
TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	116.50 	FEET; 	THENCE
SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE 	OF 	50°58'34", 	AN 	ARC 	DISTANCE 	OF 	103.65 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE S69°00'01"E, 99.14 FEET; THENCE S65°47'59"E, 87.97 FEET TO A
POINT ON THE ARC OF A NONTANGENT CURVE CONCAVE NORTHERLY, HAVING
A 	RADIUS 	OF 	4,380.00 	FEET 	AND 	A 	CHORD 	BEARING 	AND 	DISTANCE 	OF
S72°36'49"E, 457.07 FEET TO WHICH A RADIAL LINE BEARS S20°22'38"W; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
05°58'54", AN ARC DISTANCE OF 457.28 FEET TO THE POINT OF TANGENCY;
THENCE S75°36T6"E, 754.43 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE 	SOUTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	2,020.00 	FEET; 	THENCE
EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
06°52'30", AN ARC DISTANCE OF 242.38 FEET TO THE POINT OF TANGENCY;
THENCE S68°43'46"E, 641.67 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,170.00 FEET; THENCE

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SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE 	OF 	29°03'33", 	AN 	ARC 	DISTANCE 	OF 	593.40 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE S39°40'13"E, 757.62 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,130.00 FEET;
THENCE 	SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A
CENTRAL ANGLE OF 25°15'27", AN ARC DISTANCE OF 498.13 FEET TO THE POINT
OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE 	SOUTHWESTERLY 	AND
HAVING A RADIUS OF 1,270.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 26°58'56", AN ARC DISTANCE OF
598.08 FEET; THENCE ALONG A NON-TANGENT LINE RUN S42°54'56"E, 67.65 FEET;
THENCE S38°29'06"E, 98.34 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 116.50 FEET; THENCE
SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE OF 50°58'34", AN ARC DISTANCE OF 103.65 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF
108.50 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 01°31'38", AN ARC DISTANCE OF 2.89 FEET TO THE POINT OF
REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A
RADIUS OF 116.50 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 18°36'40", AN ARC DISTANCE OF 37.84 FEET;
THENCE ALONG A NON-TANGENT LINE RUN N44°33'48"E, 225.58 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A
RADIUS OF 1,250.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 25°01'02", AN ARC DISTANCE OF 545.79
FEET TO THE POINT OF TANGENCY; THENCE N69°34'50"E, 338.67 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A
RADIUS OF 1,884.17 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 05°0'14", AN ARC DISTANCE OF 165.10
FEET; THENCE ALONG A NON-TANGENT LINE RUN N83°54'46"E, 45.98 FEET TO A
POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 1,173.00 FEET AND A CHORD BEARING AND DISTANCE OF
N57°41T0"E, 65.90 FEET TO WHICH A RADIAL LINE BEARS S30°42'16"E; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE 	OF 	03°13'09", 	AN 	ARC 	DISTANCE 	OF 	65.90 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE N56°04'36"E, 182.55 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,119.00 FEET;
THENCE 	NORTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A
CENTRAL ANGLE OF 03°13'18", AN ARC DISTANCE OF 62.92 FEET; THENCE ALONG
A NONTANGENT LINE RUN N24°19'31"E, 50.00 FEET TO A POINT ON THE ARC OF A
NONTANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF

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1,096.00 FEET AND A CHORD BEARING AND DISTANCE OF N28°43'14"E, 815.36 FEET
TO WHICH A RADIAL LINE BEARS S39°26'32"E; THENCE NORTHEASTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 43°40'29", AN ARC
DISTANCE OF 835.45 FEET TO THE POINT OF TANGENCY; THENCE N06°52'59"E,
216.88 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY
AND HAVING A RADIUS OF 1,196.00 FEET; THENCE NORTHERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°53'38", AN ARC DISTANCE OF
603.14 FEET TO THE POINT OF TANGENCY; THENCE N35°46'37"E, 660.44 FEET TO
THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE 	SOUTHEASTERLY 	AND
HAVING A RADIUS OF 1,196.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 23°30'26", AN ARC DISTANCE OF
490.69 FEET TO THE POINT OF TANGENCY; THENCE N59°17'03"E, 158.33 FEET TO
THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND
HAVING A RADIUS OF 102.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47°30'10", AN ARC DISTANCE OF
84.57 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
EASTERLY AND HAVING A RADIUS OF 123.00 FEET; THENCE NORTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17°38'13", AN ARC
DISTANCE OF 37.86 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE 	WESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	102.00 	FEET; 	THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
49°25'51", 	AN 	ARC 	DISTANCE 	OF 	88.00 	FEET 	TO 	A 	POINT 	OF 	COMPOUND
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 2,530.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 14°33'48", AN ARC DISTANCE OF 643.07 FEET TO
THE POINT OF TANGENCY; THENCE N34°34'32"W, 424.43 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 1,450.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 45°23'16", AN ARC DISTANCE OF 1,148.64 FEET
TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,100.00 	FEET; 	THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	33°29'09", 	AN 	ARC 	DISTANCE 	OF 	642.88 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE N46°28'40"W, 96.54 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 102.00 FEET; THENCE
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
47°30'10", 	AN 	ARC 	DISTANCE 	OF 	84.57 	FEET 	TO 	THE 	POINT 	OF 	REVERSE
CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS
OF 123.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 110°47'09", AN ARC DISTANCE OF 237.83 FEET TO

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 18 	Page 13 of 14
THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY AND
HAVING A RADIUS OF 102.00 FEET; THENCE NORTHERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 47°32'55", AN ARC DISTANCE OF
84.65 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 1,424.27 FEET AND A CHORD BEARING AND
DISTANCE 	OF 	N16°02'20"W, 	765.43 	FEET 	TO 	WHICH 	A 	RADIAL 	LINE 	BEARS
S58°22'24"W; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 31°10'30", AN ARC DISTANCE OF 774.95 FEET; THENCE ALONG
A NON-TANGENT LINE RUN N00°25'46"W, 124.96 FEET; THENCE N45°25'46"W, 14.14
FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 2,440.00 FEET AND A CHORD BEARING AND DISTANCE OF
N04°37'50"W, 357.51 FEET TO WHICH A RADIAL LINE BEARS N89°34T4"E; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
08°24'09", AN ARC DISTANCE OF 357.83 FEET; THENCE ALONG A NON-TANGENT
LINE RUN N01°56'55"E, 50.75 FEET TO A POINT ON THE ARC OF A NON-TANGENT
CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 2,450.00 FEET AND A CHORD
BEARING AND DISTANCE OF N16°05T3"W, 519.76 FEET TO WHICH A RADIAL LINE
BEARS N80°00'07"E; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 12°10'41", AN ARC DISTANCE OF 520.74 FEET TO
THE POINT OF TANGENCY; THENCE N22°10'34"W, 142.87 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 102.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 47°30'10", AN ARC DISTANCE OF 84.57 FEET TO
THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY AND
HAVING A RADIUS OF 123.00 FEET; THENCE NORTHERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 95°33'24", AN ARC DISTANCE OF
205.14 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
WESTERLY AND HAVING A RADIUS OF 102.00 FEET; THENCE NORTHERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°53'20", AN ARC
DISTANCE OF 81.69 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE 	EASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	2,144.00 	FEET; 	THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
12°31'39", AN ARC DISTANCE OF 468.77 FEET; THENCE ALONG A NON-TANGENT
LINE RUN N52°12'57"W, 14.18 FEET TO A POINT ON THE ARC OF A NON-TANGENT
CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,154.00 FEET AND A CHORD
BEARING AND DISTANCE OF N04'11'22''W, 227.44 FEET TO WHICH A RADIAL LINE
BEARS S82°47'03"W; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 06°03'10", AN ARC DISTANCE OF 227.55 FEET;
THENCE ALONG A NON-TANGENT LINE RUN N10°42'06"E, 51.46 FEET; THENCE
N00°00'00"W, 253.60 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment A
PAGE 19 	Page 14 of 14
SOUTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	102.00 	FEET; 	THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 47°30'08", AN ARC DISTANCE OF 84.57 FEET TO A POINT ON THE ARC OF
A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 123.00 FEET
AND A CHORD BEARING AND DISTANCE OF N12°05'07"W, 142.57 FEET TO WHICH A
RADIAL LINE BEARS S42°29'49"W; THENCE NORTHERLY ALONG THE ARC OF SAID
CURVE, THROUGH A CENTRAL ANGLE OF 70°50'08", AN ARC DISTANCE OF 152.07
FEET 	TO 	A 	POINT 	ON 	THE 	ARC 	OF 	A 	NON-TANGENT 	CURVE 	CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET AND A CHORD BEARING
AND DISTANCE OF N55°24'35"E, 42.60 FEET TO WHICH A RADIAL LINE BEARS
S22°17'32"E; 	THENCE 	NORTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE,
THROUGH A CENTRAL ANGLE OF 24°35'47", AN ARC DISTANCE OF 42.93 FEET TO
THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 106.67 FEET; THENCE EASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 82°56'44", AN ARC DISTANCE OF 154.42
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE EASTERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°31'59", AN ARC
DISTANCE OF 79.47 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE 	NORTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	2,033.00 	FEET; 	THENCE
EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
22°27'37", AN ARC DISTANCE OF 796.95 FEET TO THE POINT OF TANGENCY;
THENCE N58°03'49"E, 181.42 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE 	SOUTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	2,133.00 	FEET; 	THENCE
EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
21°30'50", AN ARC DISTANCE OF 800.92 FEET; THENCE ALONG A NON-TANGENT
LINE RUN N13°02'33"W, 285.80 FEET; THENCE N05°50'08"W, 82.28 FEET; THENCE
N87°55'59"W, 65.31 FEET; THENCE N69°57'28"W, 48.40 FEET; THENCE N35°41'54"W,
80.00 FEET; THENCE N33°03'41"W, 29.04 FEET; THENCE N00°10'29"W, 237.20 FEET;
THENCE N89°43'47"W, 873.07 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 131.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	51°39'46", 	AN 	ARC 	DISTANCE 	OF 	118.12 	FEET 	TO 	THE 	POINT 	OF
TANGENCY; THENCE N38°04'02"W, 134.07 FEET; THENCE N89°48'46"W, 59.74 FEET; of
13 THENCE S51°55'58"W, 806.84 FEET; THENCE S59°21'34"W, 71.35 FEET; THENCE
S68°39'24"W, 57.40 FEET; THENCE S88°03'09"W, 433.38 FEET; THENCE N00°37'46"W,
572.12 FEET; THENCE N89°52'59"W, 1,114.97 FEET; THENCE N00°00'00"E, 462.00 FEET
TO 	THE 	POINT 	OF 	TERMINUS 	OF 	SAID 	LINE.

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment B
PAGE 20 	Page 1 of 1
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
Gibson Place Utility Company, LLC
pursuant to
Certificate Number 677-W
to provide water service in Lake and Sumter Counties accordance with the provision of Chapter
367, Florida Statutes, the Rules, Regulations and Orders of this Commission in the territory
described by the Orders of this Commission. This authorization shall remain in force and effect
until suspended, cancelled or revoked by Orders of this Commission.
Order Number 	Date Issued 	Docket Number 	Filing Type
PSC-2020-0473-PAA-WS 	11/24/2020 	20200185-WS 	Original Certificate
PSC-2022-0049-FOF-WS 	01/31/2022 	20210125-WS 	Certificate Amendment
PSC-2026-0076-FOF-WS 	03/23/2026 	20250104-WS 	Certificate Amendment

ORDER NO. PSC-2026-0076-FOF-WS
DOCKET NO. 20250104-WS 	Attachment C
PAGE 21 	Page 1 of 1
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
Gibson Place Utility Company, LLC
pursuant to
Certificate Number 577-S
to provide wastewater service in Lake and Sumter Counties accordance with the provision of
Chapter 367, Florida Statutes, the Rules, Regulations and Orders of this Commission in the
territory described by the Orders of this Commission. This authorization shall remain in force
and effect until suspended, cancelled or revoked by Orders of this Commission.
Order Number 	Date Issued 	Docket Number 	Filing Type
PSC-2020-0473-PAA-WS 	11/24/2020 	20200185-WS 	Original Certificate
PSC-2022-0049-FOF-WS 	01/31/2022 	20210125-WS 	Certificate Amendment
PSC-2026-0076-FOF-WS 	03/23/2026 	20250104-WS 	Certificate Amendment