Florida Public Service Commission native order document 01582-2026

FILED 3/17/2026
DOCUMENT NO. 01582-2026
FPSC 	- COMMISSION CLERK
BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION
In re: Application for amendment of Certificate DOCKET NO. 20250103-WS
Nos. 681-W and 581-S 	to add and delete 	ORDER NO. PSC-2026-0062-FOF-WS
territory in Sumter County, by Middleton 	ISSUED: March 	17, 2026
Utility Company, LLC._
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 MIDDLETON UTILITY COMPANY, LLC’S
APPLICATION TO AMEND CERTIFICATE NOS. 681-W AND 581-S
IN SUMTER COUNTY
BY THE COMMISSION:
Background
Middleton Utility Company, LLC (Middleton or Utility) 	is a water and wastewater utility
in 	Sumter 	County 	currently 	serving 	approximately 	1,593 	equivalent 	residential 	connections
(ERCs). The Utility 	is 	in 	the Southwest Florida Water Management 	District. On December 27,
2022, we granted Middleton 	original 	Certificate Nos. 681-W and 581-S and established 	initial
rates and charges. 1
On August 27, 2025, Middleton filed an application 	for an amendment to add and delete
parts of its 	service 	territory in Sumter County in conjunction with Gibson Place Utilities, LLC’s
(Gibson) 	application 	to 	also amend 	its 	service 	territory. 2 Middleton’s 	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, and the application was deemed complete on
December 5, 2025, which 	is considered the official 	filing date.
In 	its 	application, Middleton explains 	that 	the requested changes 	to 	the 	service 	territory
for 	each 	utility 	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
1Order No. PSC-2022-0437-PAA-WS, issued December 27, 2022, in Docket No. 20220088-WS, In re: Application
for certificates to provide water and wastewater service and approval of initial rates and charges in Sumter County,
by Middleton Utility Company, LLC.
2Docket No. 20251 04-WS.

ORDER NO. PSC-2026-0062-FOF-WS
DOCKET NO. 20250103-WS
PAGE 2
water and wastewater treatment 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.
Middleton 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
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 there are currently no customers in the territory it
has requested be deleted and that this is the area Gibson has asked be added to its territory in
Docket No. 20250104-WS.
As for the territory being added, there are also no current customers. 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 Gibson’s existing 9.98 million gallon per day (MGD) water
treatment plant (WTP) and 2.684 MGD wastewater treatment plant (WWTP). Middleton stated
that both the capacity of Gibson’s WTP and WWTP are sufficient to serve its existing and
proposed service territory as well as fulfill its obligation to serve Gibson’s customers.

ORDER NO. PSC-2026-0062-FOF-WS
DOCKET NO. 20250103-WS
PAGE 3
As discussed, Middleton does not operate a WTP or WWTP. However, we reviewed the
Utility’s most recent sanitary survey report dated July 25, 2025, for Middleton's water
distribution system as well as the Department of Environmental Protection’s Safe Drinking
Water Program Laboratory Report dated March 29, 2024, and no deficiencies were found. 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. 681-W
and 581-S to include the territory as described in Attachment A, effective the date of our vote,
March 3, 2026. This Order shall serve as Middleton’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 Middleton Utility Company,
LLC’s application to amend Certificate Nos. 681-W and 581-S to include the territory as
described in Attachment A of this Order is hereby approved, effective March 3, 2026. It is
further
ORDERED that this Order shall serve as Middleton Utility Company, LLC’s amended
certificate and shall be retained by the Utility. It is further
ORDERED that Middleton 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.

ORDER NO. PSC-2026-0062-FOF-WS
DOCKET NO. 20250103-WS
PAGE 4
By ORDER of the Florida Public Service Commission this 17th day of March . 2026 	.
MAN	ADA
Commission/Clerk
Florida Public Service Commission
2540 Shumard Oak Boulevard
Tallahassee, Florida 32399
(850)413-6770
www.floridapsc.com
Copies 	furnished: A copy 	of 	this 	document 	is
provided 	to 	the 	parties 	of record 	at 	the 	time 	of
issuance and, 	if applicable, interested persons.
MRT
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 9.1 10, 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-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 1 of 6
PAGE 5
MIDDLETON UTILITY COMPANY, LLC
SUMTER COUNTY
WATER AND WASTEWATER SERVICE AREA
THAT PORTION OF SECTIONS 15, 16, 17, 20, 21, 22, 27 AND 28, TOWNSHIP 20 SOUTH,
RANGE 	23 	EAST, 	SUMTER 	COUNTY, 	FLORIDA, 	DESCRIBED 	AS 	FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF AFORESAID
SECTION 	17; 	THENCE 	ALONG 	THE 	NORTH 	LINE 	THEREOF 	RUN 	N89°41'47"W,
1,333.69 FEET TO THE NORTHWEST CORNER OF THE EAST 1/4 OF SAID SECTION 17;
THENCE 	ALONG 	THE 	WEST 	LINE 	OF 	SAID 	EAST 	1/4 	OF 	SECTION 	17 	RUN
S00°05'18"E, 50.00 FEET TO THE SOUTH RIGHT OF WAY LINE OF COUNTY ROAD
C470 FOR THE POINT OF BEGINNING; THE FOLLOWING SEVEN (7) COURSES BEING
ALONG SAID SOUTH RIGHT OF WAY LINE: RUN S89°41'47"E, 1,299.79 FEET; THENCE
S00°18'13"W, 10.00 FEET; THENCE S89°41'47"E, 33.60 FEET; THENCE S89°47'31"E,
166.50 FEET; THENCE N00°12'29"E, 10.00 FEET; THENCE S89°47'31"E, 2,529.50 FEET;
THENCE S89°52'59"E, 375.37 FEET; THENCE DEPARTING SAID SOUTH RIGHT OF
WAY 	LINE 	RUN 	S00°00'00"E, 	462.00 	FEET; 	THENCE 	S89°52'59"E, 	1,114.97 	FEET;
THENCE 	S00°37'46"E, 	572.12 	FEET; 	THENCE 	N88°03'09"E, 	452.69 	FEET; 	THENCE
N59°21'34"E, 111.06 FEET; THENCE N51°55'58"E, 806.84 FEET; THENCE S89°48'46"E,
59.74 FEET; THENCE S38°04'02"E, 134.07 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 131.00 FEET;
THENCE 	SOUTHEASTERLY 	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 S89°43'47"E, 873.07 FEET; THENCE S00°10'29"E, 239.50 FEET;
THENCE 	S35°41'54"E, 	126.03 	FEET; 	THENCE 	S87°55'59"E, 	99.78 	FEET; 	THENCE
S05°50'08"E, 82.28 FEET; THENCE S13°02'33"E, 285.80 FEET TO A POINT ON THE ARC
OF A NON-TANGENT CURVE CONCAVE 	SOUTHERLY, HAVING A RADIUS OF
2,133.00 FEET AND A CHORD BEARING AND DISTANCE OF S68°49'14"W, 796.22 FEET
TO WHICH A RADIAL LINE BEARS N10°25'21"W; THENCE WESTERLY ALONG THE
ARC 	OF 	SAID 	CURVE, 	THROUGH 	A 	CENTRAL 	ANGLE 	OF 	21°30'50", 	AN 	ARC
DISTANCE OF 800.92 FEET TO THE POINT OF TANGENCY; THENCE S58°03'49"W,
181.42 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY
AND HAVING A RADIUS OF 2,033.00 FEET; THENCE WESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22°27'37", AN ARC DISTANCE OF
796.95 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE WESTERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°31'59", AN ARC
DISTANCE OF 79.47 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE 	SOUTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	106.67 	FEET; 	THENCE
WESTERLY 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 NORTHWESTERLY AND HAVING A RADIUS
OF 100.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 2 of 6
PAGE 6
THROUGH A CENTRAL ANGLE OF 24°35'47", AN ARC DISTANCE OF 42.93 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 S12°05'07"E,
142.57 FEET TO WHICH A RADIAL LINE BEARS N66°40'02"W; THENCE SOUTHERLY
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 SOUTHWESTERLY, HAVING A RADIUS OF 102.00 FEET AND A
CHORD BEARING AND DISTANCE OF S23°45'04"E, 82.16 FEET TO WHICH A RADIAL
LINE BEARS N42°29'52"E; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID
CURVE, THROUGH A CENTRAL ANGLE OF 47°30'08", AN ARC DISTANCE OF 84.57
FEET TO THE POINT OF TANGENCY; THENCE S00°00'00"E, 253.60 FEET; THENCE
S10°42'06"W, 51.46 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 S04°11'22''E, 227.44 FEET TO WHICH A RADIAL LINE
BEARS S88°50T3"W; THENCE SOUTHERLY 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 S52°12'57"E, 14.18 FEET TO A POINT
ON THE ARC OF A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A
RADIUS OF 2,144.00 FEET AND A CHORD BEARING AND DISTANCE OF S13°44'50"E,
467.84 FEET TO WHICH A RADIAL LINE BEARS S82°30'59"W; THENCE SOUTHERLY
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12°31'39", AN
ARC DISTANCE OF 468.77 FEET TO THE POINT OF REVERSE CURVATURE OF A
CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 102.00 FEET; THENCE
SOUTHERLY 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 123.00
FEET; THENCE SOUTHERLY 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 	SOUTHWESTERLY 	AND
HAVING A RADIUS OF 102.00 FEET; THENCE SOUTHEASTERLY 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 TANGENCY; THENCE S22°10'34"E, 142.87 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 2,450.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 12°10'41", AN ARC DISTANCE OF 520.74 FEET;
THENCE ALONG A NON-TANGENT LINE RUN S01°56'55"W, 50.75 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 S04°37'50"E,
357.51 FEET TO WHICH A RADIAL LINE BEARS N81°10'05"E; THENCE SOUTHERLY
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
S45°25'46"E, 14.14 FEET; THENCE S00°25'46"E, 124.96 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 S16°02'20"E, 765.43 FEET TO
WHICH A RADIAL LINE BEARS S89°32'55"W; THENCE SOUTHERLY ALONG THE

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 3 of 6
PAGE 7
ARC 	OF 	SAID 	CURVE, 	THROUGH 	A 	CENTRAL 	ANGLE 	OF 	31°10'30", 	AN 	ARC
DISTANCE OF 774.95 FEET TO A POINT ON THE ARC OF A NON-TANGENT CURVE
CONCAVE WESTERLY, HAVING A RADIUS OF 102.00 FEET AND A CHORD BEARING
AND DISTANCE OF S06°58'07"E, 82.24 FEET TO WHICH A RADIAL LINE BEARS
N59°15'25"E; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 47°32'55", AN ARC DISTANCE OF 84.65 FEET TO THE POINT OF
REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 123.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 110°47'09", AN ARC DISTANCE OF 237.83
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
SOUTHERLY AND HAVING A RADIUS OF 102.00 FEET; THENCE EASTERLY 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 TANGENCY; THENCE S46°28'40"E, 96.54
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY
AND HAVING A RADIUS OF 1,100.00 FEET; THENCE SOUTHEASTERLY 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 REVERSE CURVATURE OF A CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,450.00 FEET; THENCE
SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL
ANGLE OF 45°2316", AN ARC DISTANCE OF 1,148.64 FEET TO THE POINT OF
TANGENCY; THENCE S34°34'32"E, 424.43 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2,530.00 FEET;
THENCE 	SOUTHEASTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A
CENTRAL ANGLE OF 14°33'48", AN ARC DISTANCE OF 643.07 FEET TO A POINT OF
COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 102.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 49°25'51", AN ARC DISTANCE OF 88.00 FEET TO
THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY AND
HAVING A RADIUS OF 123.00 FEET; THENCE SOUTHERLY 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
NORTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	102.00 	FEET; 	THENCE
SOUTHWESTERLY 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
TANGENCY; THENCE S59°17'03"W, 158.33 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 1,196.00 FEET;
THENCE 	SOUTHWESTERLY 	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 S35°46'37"W, 660.44 FEET TO THE POINT OF CURVATURE
OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1,196.00 FEET;
THENCE SOUTHERLY 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 S06°52'59"W, 216.88 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,096.00 FEET;
THENCE 	SOUTHWESTERLY 	ALONG 	THE 	ARC 	OF 	SAID 	CURVE 	THROUGH 	A

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 4 of 6
PAGE 8
CENTRAL ANGLE OF 43°40'29", AN ARC DISTANCE OF 835.45 FEET; THENCE ALONG
A NON-TANGENT LINE RUN S24°19'31"W, 50.00 FEET TO A POINT ON THE ARC OF A
NON-TANGENT 	CURVE 	CONCAVE 	NORTHWESTERLY, 	HAVING 	A 	RADIUS 	OF
1,119.00 FEET AND A CHORD BEARING AND DISTANCE OF S54°27'57"W, 62.91 FEET
TO WHICH A RADIAL LINE BEARS S37°08'42"E; THENCE SOUTHWESTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03°13'18", AN ARC
DISTANCE OF 62.92 FEET TO THE POINT OF TANGENCY; THENCE S56°04'36"W,
182.55 	FEET 	TO 	THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
NORTHWESTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,173.00 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 03°13'10", AN ARC DISTANCE OF 65.90 FEET; THENCE ALONG A NON¬
TANGENT LINE RUN S83°54'46"W, 45.98 FEET TO A POINT ON THE ARC OF A NON¬
TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,884.17
FEET AND A CHORD BEARING AND DISTANCE OF S67°04'13"W, 165.04 FEET TO
WHICH A RADIAL LINE BEARS S25°26'24"E; THENCE SOUTHWESTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 05°01'14", AN ARC
DISTANCE OF 165.10 FEET TO THE POINT OF TANGENCY; THENCE S69°34'50"W,
338.67 	FEET 	TO 	THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
SOUTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	1,250.00 	FEET; 	THENCE
SOUTHWESTERLY 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 S44°33'48"W, 225.58 FEET TO A POINT ON THE ARC OF A NON-
TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 116.50 FEET AND
A CHORD BEARING AND DISTANCE OF S82°45'37"W, 37.68 FEET TO WHICH A
RADIAL LINE BEARS S16°32'43"E; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE, THROUGH A CENTRAL ANGLE OF 18°36'40", AN ARC DISTANCE OF 37.84
FEET 	TO 	THE 	POINT 	OF 	REVERSE 	CURVATURE 	OF 	A 	CURVE 	CONCAVE
SOUTHERLY AND HAVING A RADIUS OF 108.50 FEET; THENCE WESTERLY 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 NORTHEASTERLY AND HAVING A RADIUS OF 116.50 FEET; THENCE
NORTHWESTERLY 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 N38°29'06"W, 98.34 FEET; THENCE N42°54'56"W, 67.65 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 1,270.00 FEET AND A CHORD BEARING AND DISTANCE OF
N51°26'11"W, 592.57 FEET TO WHICH A RADIAL LINE BEARS N52°03'16"E; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 26°58'56", AN ARC DISTANCE OF 598.08 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS
OF 1,130.00 FEET; THENCE NORTHWESTERLY 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 TANGENCY; THENCE N39°40'13"W, 757.62 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS
OF 1,170.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 5 of 6
PAGE 9
THROUGH A CENTRAL ANGLE OF 29°03'33", AN ARC DISTANCE OF 593.40 FEET TO
THE POINT OF TANGENCY; THENCE N68°43'46"W, 641.67 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF
2,020.00 FEET; THENCE WESTERLY 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 N75°36'16"W, 754.43 FEET TO THE POINT OF CURVATURE
OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 4,380.00 FEET;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 05°58'54", AN ARC DISTANCE OF 457.28 FEET; THENCE ALONG A NON¬
TANGENT LINE RUN N65°47'59"W, 87.97 FEET; THENCE N69°00'01"W, 99.14 FEET TO
THE 	POINT 	OF 	CURVATURE 	OF 	A 	CURVE 	CONCAVE 	NORTHEASTERLY 	AND
HAVING A RADIUS OF 116.50 FEET; THENCE NORTHWESTERLY 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
SOUTHEASTERLY 	AND 	HAVING 	A 	RADIUS 	OF 	108.50 	FEET; 	THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 209°42'01", AN ARC DISTANCE OF 397.11 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 S28°49'51"E, 83.41 FEET TO
WHICH A RADIAL LINE BEARS N42°16'25"E; THENCE SOUTHEASTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 37°47'29", AN ARC
DISTANCE 	OF 	84.95 	FEET; 	THENCE 	ALONG 	A 	NON-TANGENT 	LINE 	RUN
S89°25'07"W, 221.72 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 455.74 FEET; THENCE WESTERLY ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°33'58", AN ARC
DISTANCE OF 235.17 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 167.06 FEET; THENCE
NORTHWESTERLY 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 EASTERLY AND HAVING A RADIUS OF 674.56
FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 16°23'38", AN ARC DISTANCE OF 193.01 FEET TO THE POINT
OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A
RADIUS OF 1,779.86 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 14°25'27", AN ARC DISTANCE OF 448.07 FEET TO
A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF 1,144.99 FEET; THENCE NORTHWESTERLY ALONG THE
ARC 	OF 	SAID 	CURVE 	THROUGH 	A 	CENTRAL 	ANGLE 	OF 	16°25'37", 	AN 	ARC
DISTANCE OF 328.27 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 283.62 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE 	OF 	29°07'12", 	AN 	ARC 	DISTANCE 	OF 	144.14 	FEET 	TO 	A 	POINT 	OF
COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A
RADIUS OF 224.09 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 24°HT4", AN ARC DISTANCE OF 94.60 FEET TO

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment A
DOCKET NO. 20250103-WS 	Page 6 of 6
PAGE 10
THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF 87.44 FEET; THENCE NORTHWESTERLY 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 	NORTHERLY 	AND 	HAVING 	A 	RADIUS 	OF 	184.26 	FEET; 	THENCE
WESTERLY 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 SOUTHERLY AND HAVING A RADIUS OF
8,516.93 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 04°13'50", AN ARC DISTANCE OF 628.87 FEET TO A POINT ON
THE WEST LINE OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF AFORESAID SECTION
20; SAID POINT ALSO LYING N00°24'57"E, 515.30 FEET FROM THE SOUTHWEST
CORNER OF SAID EAST 1/2 OF THE NORTHEAST 1/4 OF SAID SECTION 20; THENCE
ALONG SAID WEST LINE OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SAID
SECTION 20 RUN N00°24'57"E, 2,141.68 FEET TO THE SOUTHEAST CORNER OF THE
SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF AFORESAID SECTION 17; THENCE
ALONG THE SOUTH LINE THEREOF RUN N89°35'34"W, 1,334.84 FEET TO THE
SOUTHWEST CORNER THEREOF; THENCE ALONG THE WEST LINE THEREOF RUN
N00°04'35"W, 1,330.43 FEET TO THE NORTHWEST CORNER THEREOF; THENCE
ALONG 	THE 	NORTH 	LINE 	THEREOF 	RUN 	S89°37'37"E, 	1,334.55 	FEET 	TO 	THE
NORTHEAST CORNER THEREOF; THENCE ALONG AFORESAID WEST LINE OF THE
EAST 1/4 OF SECTION 17 RUN N00°05'18"W, 3,944.46 FEET TO THE POINT OF
BEGINNING.

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment B
DOCKET NO. 20250103-WS 	Page 1 of 1
PAGE 11
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
Middleton Utility Company, LLC
pursuant to
Certificate Number 681-W
to provide water service in Sumter County 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-2022-0437-PAA-WS 	12/27/2022 	20220088-WS 	Original Certificate
PSC-2026-0062-FOF-WS 	3/17/2026 	20250103-WS 	Certificate Amendment

ORDER NO. PSC-2026-0062-FOF-WS 	Attachment C
DOCKET NO. 20250103-WS 	Page 1 of 1
PAGE 12
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
Middleton Utility Company, LLC
pursuant to
Certificate Number 581-S
to provide wastewater service in Sumter County 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-2022-0437-PAA-WS 	12/27/2022 	20220088-WS 	Original Certificate
PSC-2026-0062-FOF-WS 	3/17/2026 	20250103-WS 	Certificate Amendment