State of Florida |
Public Service Commission Capital Circle Office Center ● 2540 Shumard
Oak Boulevard -M-E-M-O-R-A-N-D-U-M- |
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DATE: |
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TO: |
Office of Commission Clerk (Teitzman) |
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FROM: |
Division of Engineering (M. Watts, Knoblauch, Ramos) Division of Accounting and Finance (Bennett, Fletcher) Division of Economics (Bruce, Hudson) Office of the General Counsel (J. Crawford) |
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RE: |
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AGENDA: |
05/03/22 – Regular Agenda – Post-Hearing Decision – Participation is Limited to Commissioners and Staff |
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COMMISSIONERS ASSIGNED: |
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PREHEARING OFFICER: |
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SPECIAL INSTRUCTIONS: |
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Issue 1 – STIPULATED--Filing and Noticing Requirements
Issue 3 – Duval, Nassau, and Baker County’s
Comprehensive Plans
Issue 4 – Duplication of Service
Issue 8 – STIPULATED--Continued Use of Land
Issue 10 – STIPULATED--Return on Equity
Issue 11 – Appropriate Rate Structure and Rates
Issue 12 – STIPULATED-- Miscellaneous Service Charges
Issue 13 – STIPULATED--Late Payment Charge
Issue 14 – STIPULATED--Non-Sufficient Funds Charges
Issue 15 – Service Availability Charges
Issue 16 – STIPULATED--Initial Customer Deposits
Attachment A – Territory Description, Water
Certificate, and Wastewater Certificate
Schedule No. 1-A – Water Rate Base
Schedule No. 1-B – Wastewater Rate Base
Schedule No. 1-C – Adjustments to Rate Base
Schedule No. 2 – Capital Structure
Schedule No. 3-A – Statement of Water Operations
Schedule No. 3-B – Statement of Wastewater Operations
Schedule No. 3-C – Adjustments to Operating Income
Schedule No. 4-A – Monthly Water Rates
Schedule No. 4-B – Monthly Wastewater Rates
Schedule No. 5 – Service Availability Charges
On August 27, 2019, First Coast Regional Utilities, Inc. (FCRU or Utility) filed its Application for an Original Certificate to Provide Water and Wastewater Service in Duval, Nassau, and Baker Counties pursuant to Section 367.031, F.S., and Rule 25-30.033, Florida Administrative Code (F.A.C.). On December 26, 2019, JEA, the water and wastewater utility for the City of Jacksonville (City), objected to the application. JEA asserted that it has the exclusive right to provide water and wastewater service in the Duval and Nassau County portions of the proposed service area pursuant to its franchise agreements with those counties, that FCRU’s application is inconsistent with local comprehensive plans, and that the public interest is best served if JEA is the provider.
Because there is no development and no existing customers receiving service in the proposed service area, no service hearings were held on this matter. A Prehearing Conference was held on January 26, 2022, and the formal evidentiary hearing was held on February 1-2, 2022, in Tallahassee, Florida. The proposed service territory consists of 11,861 acres, of which 8,741 acres are in Duval and Nassau Counties and 3,120 are in Baker County. According to FCRU, there is no specific development currently planned for the Baker and Nassau County portions of the proposed service territory. The Utility will serve a planned unit development (PUD) in the Duval County portion of the proposed service territory which will be constructed in phases, with Phase I of the development planned to require service for 2,500 equivalent residential connections (ERCs) and 300 commercial ERCs 30 months after the certificates are granted. FCRU’s application seeks water and wastewater certificates to provide potable water service, wastewater service, and reuse or reclaimed water service.
At the evidentiary hearing, the Commission found that stipulations reached by the parties for Issues 1, 8, 10, 12, 13, 14, and 16, were reasonable and accepted the stipulated matters. The parties filed post-hearing briefs on March 18, 2022. The Commission has jurisdiction pursuant to Sections 367.031, 367.045, 367.081, and 367.101, F.S.
Discussion of Issues
Has FCRU met the filing and noticing requirements pursuant to Rules 25-30.030 and 25-30.033, F.A.C.?
Approved Type II Stipulation:
Yes. FCRU has met the filing and noticing requirements pursuant to Rules 25-30.030 and 25-30.033, F.A.C.
Is there a need for service in FCRU’s proposed service territory and, if so, when will service be required?
Recommendation:
Yes. There is a need for service. Phase I of the development will require water and wastewater service within 30 months of certification. (M. Watts)
Position
of the Parties
FCRU: Yes.
JEA:
No. First Coast has failed to demonstrate any need for service in the
Nassau County and Baker County portions of the proposed territory. For the
portion in the City, First Coast has failed to demonstrate a need for service beyond
the first phase of the development (the first 2,800 connections).
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that 301 Capital Partners, LLC (301 Capital or
Developer) either owns or has
repurchase rights to approximately 9,000 contiguous acres in Duval, Nassau, and
Baker Counties, which it has plans to develop, and for which portions have been
granted zoning appropriate for development. An additional parcel (approximately
1,800 acres) in Baker County and contiguous to the 301 Capital property is
owned by the Chemours Company FC, LLC (Chemours) and planned for
development. The boundaries of these properties are adjacent to major transportation corridors and close to major
job centers. (FCRU BR 8) The Utility argued that, in the Duval County portion
of the development, Jacksonville City Ordinance No. 2021-693, approving the
development in and of itself demonstrates the need for service. (FCRU BR 5)
FCRU argued that 301 Capital is committed to imminently constructing a large,
phased, planned development in Duval, Nassau, and Baker Counties on all of the
property that it owns, beginning in Duval County and moving into Baker and
Nassau Counties. (FCRU BR 9) The Developer projects that it would begin the
Baker County development in 2026, and that it would begin development of the
Nassau County property as soon as utilities become available. (FCRU BR 10) The
Utility argued that JEA’s claim that the development in Baker and Nassau
Counties is too far in the future to constitute a valid need for service is
unfounded. FCRU stated that its projections for these counties are proper phase
development and time planning which is appropriate for a project of this size.
(FCRU BR 16)
JEA
JEA argued that FCRU did not show a need for service in Nassau and Baker
Counties, and that it did not show a need for service beyond the first phase of
the Development in Duval County. JEA stated that the Utility’s Preliminary
Absorption Schedule showed that no connections were contemplated in Baker or
Nassau Counties for at least 10 years, and that few connections in each county
were estimated for years 10-15 and 15-20. JEA argued that there was no
information provided on who or what might be connected, and no description of
proposed customers by customer class and meter size as is required by Rule
25-30.033(1)(k)1., F.A.C. (JEA BR 4) JEA further argued that there had been no
local government approval of development in Baker and Nassau Counties, and FCRU
has not brought forward any plans or proposals to those counties. (JEA BR 7)
JEA noted that, in Baker County, the owner of a parcel on which it is presently
conducting mining activities, Chemours, did not request service from the
Utility, but rather requested “to be included in the service area.” JEA also
noted that Chemours did not provide a definite time when water and wastewater
service would be needed. (JEA BR 6)
ANALYSIS
Section 367.045(1)(b), F.S., requires an examination of the need for service in the requested area, and Rule 25-30.033(1)(k), F.A.C., requires an applicant for an original certificate to provide a statement showing the need for service in the proposed area. According to FCRU’s application, the proposed territory includes approximately 10,000 contiguous acres in Duval, Nassau, and Baker Counties, with an additional 1,800 acres located in Baker County. 301 Capital either owns or has exclusive purchase rights to the 10,000-acre property.[1] The additional 1,800-acre property in Baker County is owned by Chemours, a mining company. The Developer intends to develop the property in Duval and Nassau Counties as a PUD community (Development), pursuant to the City of Jacksonville PUD Ordinance No. 2010-874-E (2010 PUD Ordinance), as amended by Ordinance 2021-693-E (2021 PUD Ordinance). The initial phase of the Development is located in Duval County, and will consist of approximately 2,500 ERCs and 300 commercial ERCs.
The Utility anticipates that the Development will begin in Duval County and expand based on economic and housing demand factors. (EXH 5, P 3-4) In support of its application, FCRU provided letters from the landowners in the proposed service territory, Chemours and 301 Capital, requesting service from the Utility. (EXH 5, P 69-72) In its letter, Chemours stated that the availability of central water and wastewater is very important in obtaining entitlements from Baker County to develop the property when its mining operations are completed. Further, FCRU provided a copy of Nassau County Ordinance No. 2009-26, which rezoned the Utility’s proposed service territory in Nassau County from Open Rural to Industrial Warehouse and Commercial General, consistent with 301 Capital’s development plans for the property. (EXH 5, P 63)
FCRU witness Kennelly stated that there is an urgent and growing need for housing within FCRU’s proposed service territory, especially for work force housing. Further, he stated that, if JEA had not objected to its application for certificates to provide water and wastewater service, work on its utility facilities would have begun, as would the construction of Phase I of the Development. Based on his discussions with national homebuilders, witness Kennelly stated he believes they could easily have sold out Phase I and begun planning for Phase II. While the need is immediate, witness Kennelly stated that, from the time water and wastewater certificates are granted, provision of service to customers can be accomplished within 30 months. (EXH 64, BSP 310)
Regarding the Baker County parcel, witness Kennelly stated that the property owner is currently in the planning stages for development and anticipates that it will conclude its planning process, including any necessary land use changes, in three to four years. Service will be required within five years. (EXH 38, BSP 9)
In its brief, JEA stated that any need for service in Baker and Nassau Counties, and within the City beyond Phase I of the Developer’s PUD, is purely speculative. (JEA BR 4-5) The JEA witnesses, in testimony, discovery, and during cross-examination, did not dispute the need for service for Phase I of the development in Duval County.
Staff believes the evidence shows there is a need for potable water service, wastewater service, and reclaimed water service in the proposed service area, with Phase I of the development in Duval County requiring service within 30 months of the granting of the certificates. Though the evidence shows that the timing of the need for service is not as well defined for the later phases of the Development in Duval County and for developments in Baker and Nassau Counties, staff believes that, with the letters from developers requesting service and the Nassau and Duval County ordinances authorizing development, the Utility has demonstrated that the need for service exists in all three counties.
CONCLUSION
Based on the record, staff recommends that there is a need for potable water service, wastewater service, and reclaimed water service in the proposed service area. Phase I of the Development in Duval County will require service within 30 months of the granting of the certificates. The timing of the need for service in Baker and Nassau Counties is not as well defined as the need in Duval County, but staff believes that the Utility has demonstrated that the need exists in all three counties.
Is FCRU’s application inconsistent with Duval County’s, Nassau County’s, or Baker County’s comprehensive plans?
Recommendation:
FCRU’s application is consistent with the Nassau County comprehensive plan; it may not be consistent with the Baker and Duval County comprehensive plans. However, Section 367.011, F.S., gives the Commission exclusive jurisdiction over this matter and Section 367.045(5)(b), F.S., states the Commission shall consider, but is not bound by, the local comprehensive plans. In addition, it does not appear that granting FCRU a certificate would deprive the counties of their ability to control development under their comprehensive plans or ordinances. Accordingly, staff recommends that the perceived inconsistencies should not cause the Commission to deny FCRU’s application. (M. Watts, J. Crawford)
Position
of the Parties
FCRU:
No.
JEA:
Yes. The application is inconsistent with the City’s comprehensive
plan, which calls for JEA to be the exclusive provider of water and wastewater
service and for treatment facilities to be regional in nature.
Development-specific utilities like the one proposed by First Coast are to be
phased out.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that Baker and Nassau Counties did not file objections to the
Utility’s application for water and wastewater certificates. The Utility also
stated that JEA’s only position on the issue is that the City of
Jacksonville 2030 Comprehensive Plan (City Comp Plan) calls for JEA alone to be
the provider throughout the county. (FCRU BR 17) FCRU further argued that the
City did not object to the application or raise any issues with respect to its
own comprehensive plan. (FCRU BR 18) The Utility also asserted that JEA has
never taken the position that the actual development which FCRU proposes to
serve is inconsistent with the City Comp Plan. (FCRU BR 17) The Utility
believes that granting its application for water and wastewater certificates is
consistent with the comprehensive plans of Baker, Duval, and Nassau Counties,
and that such a finding by the Commission would not negate the effectiveness of
any of the City’s authority to control development and growth within the City.
(FCRU BR 19) Finally, FCRU argued that JEA has failed to show that
certification of the Utility is inconsistent with any comprehensive plan, and
that even if the Commission finds an inconsistency, it should find that it has
duly considered, but elected not to be bound by, such inconsistency with the
comprehensive plan. (FCRU BR 21)
JEA
JEA argued that certificating FCRU would violate the City Comp Plan in
three ways. First, under the City Comp Plan, JEA is to be the provider of
service, citing Goal 1 of the Sanitary Sewer sub-element. (JEA BR 8) Second,
the City Comp Plan calls for regional facilities, not development-specific
plants. Both the Potable Water and Sanitary Sewer sub-elements call for
regional facilities, instructing JEA in the Potable water sub-element to
regionalize water facilities and to acquire private package plants,
incorporating them into the regional system. (JEA BR 8-9)
Third, the plant proposed by the Utility is a non-interim, non-regional
facility disallowed by the City Comp Plan. JEA stated the City Comp Plan allows
for new, non-regional facilities provided certain requirements are satisfied,
but nothing in the record suggests that the Utility has pursued this alternative.
(JEA BR 10) Finally, JEA argued that nothing in the City Comp Plan precludes
JEA from constructing facilities in the Development. (JEA BR 11)
ANALYSIS
Section 367.045(4), F.S., provides that notwithstanding the ability to object on any other ground, a county or municipality has standing to object on the ground that the issuance of a certificate violates established local comprehensive plans developed pursuant to Chapter 163, F.S. Section 367.045(5)(b), F.S., provides that, if an objection is made, the Commission shall consider, but is not bound by, the local comprehensive plan of the county or municipality.[2] Although FCRU’s position is that its application is consistent with the Baker, Nassau, and Duval County comprehensive plans, JEA takes the position that the application is inconsistent with the City Comp Plan. Although this issue references the county comprehensive plans, in Duval County, the city limits of the City of Jacksonville encompass the entirety of Duval County, with the exception of four small communities that are not in the vicinity of FCRU’s proposed service territory. Therefore, the City Comp Plan is the one at issue in the instant case for Duval County and is the one cited by the parties in the record.
In Order No. PSC-92-0104-FOF-WU, regarding the application for an original certificate by East Central Florida Services, Inc. (East Central), the Commission found that the City of Cocoa and the South Brevard Water Authority lacked standing to assert that the proposed certificate would violate Brevard County’s comprehensive plan, stating that only the entity which enacted a comprehensive plan has standing to assert inconsistency with that plan.[3]
In the instant case, the entities that enacted the comprehensive plans for Baker, Nassau, and Duval Counties did not object to FCRU’s application for original water and wastewater certificates. As discussed previously, JEA objected to the Utility’s application and argued that FCRU’s application is inconsistent with the City Comp Plan. However, JEA is a governmental authority created to provide electric, water, and wastewater services to customers in the City of Jacksonville and surrounding communities; therefore, JEA is not the entity that enacted the City’s comprehensive plan. In keeping with the Commission’s decision in East Central, the Commission may find that JEA lacks standing necessary to object to FCRU’s application as being inconsistent with the three relevant comprehensive plans. In the interest of fully vetting the record, however, staff recommends that the Commission should still consider the three relevant comprehensive plans, which are presented below. In addition, it does not appear that granting FCRU a certificate would deprive the counties of their ability to control development under their comprehensive plans or ordinances.
Baker
County
Based on the evidence, staff believes that FCRU’s request to provide water and wastewater service in the proposed service territory appears to be inconsistent with portions of the Baker County Comprehensive Plan with regard to zoning restrictions. The current zoning designation of Agricultural makes the planned development inconsistent with portions of the Baker County Comprehensive Plan. However, Objective A.1.11 of the plan provides for review and approval of new development proposals, including zoning changes necessary for the new development. (EXH 46, Attachment 9, P 43) A request for the necessary zoning changes may be made by FCRU at the appropriate time. Therefore, even if the Commission were to take the Baker County Comprehensive Plan into consideration, staff does not believe that the Commission should be bound by it.
Nassau
County
The Utility’s
application appears to be consistent with the Nassau County 2030 Comprehensive
Plan in that FCRU has committed to abide by the level of service requirements
of the Potable Water sub-element, Objective WAT.01, and the Sanitary Sewer
sub-element, Objective SEW.01, of the plan. (EXH, BSP 111, 118) Additionally, Nassau
County Ordinance No. 2009-20 and 2009-26 changed the zone designation of the
Utility’s proposed service territory in Nassau County from Agricultural,
Conservation, and Open Rural to Industrial Warehouse and Commercial General,
pursuant to the previous developer’s application for such zoning changes. (EXH
5, P 63) These entitlements allow the current developer, 301 Capital, to
proceed with its development plans for the property. Therefore, the Utility’s
application is consistent with the Nassau County 2030 Comprehensive Plan.
City
of Jacksonville
JEA’s
position is that FCRU’s application is inconsistent with the City Comp Plan,
and alleges that inconsistency as a basis for its objection to the Utility’s
application for water and wastewater certificates. JEA witness West argued that
granting FCRU water and wastewater certificates is inconsistent with the
Potable Water and Sanitary Sewer sub-elements of the City Comp Plan because
these sub-elements contemplate JEA as the sole provider of water and wastewater
service, and because the facilities built would not be regional facilities. (TR
238-239; EXH 21) Witness West stated that, with respect to the Potable Water
sub-element, Goal 1 states, “JEA shall regionalize water facilities in a manner
which adequately corrects existing deficiencies, accommodates future growth,
increases system capacity, acquires investor owned systems and incorporates
private package plants into the regional system . . . .” (TR 238; EXH 21, P 49)
She also stated that Policies 1.1.5 and 1.1.6 under Goal 1 provide that
non-regional utility water treatment plants shall continue to be phased out and
the systems interconnected to regional systems, and that JEA shall continue to
acquire community and investor-owned public utility companies and integrate the
systems into the regional network. With respect to the Sanitary Sewer
sub-element of the City Comp Plan, witness West testified that this sub-element
contemplates JEA as the sole provider of wastewater service. In her direct
testimony, witness West quoted Goal 1 of the Sanitary Sewer sub-element, then
pointed out that, “It states that ‘JEA shall provide . . .’ service, not that
‘JEA and/or other wastewater utilities shall provide . . . .’” (TR 237 EXH 21,
P 30) Witness West then stated that Goal 1 also calls for the provision of
regional wastewater collection and treatment systems rather than small,
development-specific package plants as a permanent solution. (TR 237) Witnesses
argued that, in view of language in both the Potable Water and Sanitary Sewer
sub-elements that directs JEA either to build regional facilities, or to
regionalize existing systems, the Utility’s plans to build a non-regional
facility are inconsistent with the City Comp Plan. (TR 238-239; EXH 21, P 30,
33, 49) However, the City did not file an objection to FCRU’s application for
water and wastewater certificates, and did not provide its own witness(es) to
interpret its comprehensive plan.
In his rebuttal testimony concerning the Potable Water sub-element, FCRU witness Kelly quoted Policies 1.1.1 and 1.1.2 under Objective 1.1 of the City Comp Plan, which state that JEA shall provide for regional water facilities associated with development within the Urban and Suburban area as defined in the Capital Improvements Element, excluding improvements within the service area of an investor-owned public utility. (TR 406) Witness Kelly stated that these sections recognize that investor-owned public utilities may exist within the City limits. (TR 407) Witness Kelly testified that subsection 1.2.10 of the Sanitary Sewer sub-element of the City Comp Plan permits non-regional facilities as long as certain conditions are met including building standards and phase-out plans. (TR 398-399) Policy 1.1.14 of the Potable Water Sub-Element mirrors this language for new non-regional water facilities. (EXH 21, P 50) FCRU witness Kennelly affirmed that the facilities that FCRU proposes to build and operate will meet all of these requirements, and that the Utility offered to sell the facilities to the City according to the phase-out terms required. (TR 352) Witness Kelly testified that an investor-owned public utility may be certificated by the Commission and developed in the future to provide service within the City based on the language contained in the Potable Water and Sanitary Sewer sub-elements of the City Comp Plan. (TR 407)
In the Potable Water sub-element, Policy 1.1.6 states:
JEA shall continue to acquire community and/or investor-owned public utility companies and integrate the systems into the regional network, where analysis of the acquisition indicates that the costs of acquiring, interconnecting and upgrading the facilities to current standards will be offset by the existing and projected rate base of the utility.
(EXH 21, P 49)
According to this directive, JEA’s acquisition of investor-owned public utility companies is conditional in a number of ways.
Likewise, in the Sanitary Sewer sub-element, Policy 1.2.1 states:
JEA shall continue its efforts toward the acquisition of nonregional investor or community owned public utility companies where analysis of the acquisition indicates that the costs of acquiring, integrating, and upgrading the facilities to City standards will be offset by the existing and projected rate base of the utility. (EXH 21, P 31)
While this policy directs JEA to make an effort to acquire non-regional investor-owned public utility companies, the directive is conditional upon other factors. One factor of note is that the investor-owned public utility is not required to sell its system to JEA.
The Definitions portions of both the Potable Water sub-element and the Sanitary Sewer sub-element defines an investor-owned public utility company as:
A water or sewer utility which, except as provided in Section 367.022, F.S., is providing, or proposes to provide, water or sewer service to the public for compensation.
(EXH 21, P 38, 62)
It appears that, given the phrase “or proposes to provide,” new investor-owned water and wastewater utilities are not prohibited. Policy 1.1.14 of the Potable Water sub-element and Policy 1.2.10 of the Sanitary Sewer sub-element contain language that says that non-regional facilities may be permitted or allowed as interim facilities providing a number of requirements are satisfied. When asked how a developer or potential investor-owned utility would be permitted to construct such interim facilities, witness West stated that they would broach the subject with the City of Jacksonville. (TR 250) However, in a Commission-jurisdictional county, a city or county cannot authorize an investor-owned utility to provide service to the public for compensation unless such entity were exempt from Commission regulation pursuant to Section 367.022, F.S. Therefore, to the extent that the City Comp Plan authorizes interim or non-regional water and wastewater utilities, it must do so with the expectation that systems that are not exempt from Commission regulation, such as FCRU’s, must be certificated by the Commission.
FCRU witness Kennelly argued that FCRU’s proposed development in Duval County is in compliance with the City Comp Plan in that the 2010 PUD Ordinance not only entitled 301 Capital to develop the Utility’s proposed service territory in Duval County, but also directed it to construct on-site water and wastewater facilities. (TR 101) The 2010 PUD Ordinance contained language that instructed the developer to dedicate its facilities to JEA for operation and maintenance or for contract operation. (EXH 19) JEA witnesses Crawford and West argued that this language made granting FCRU water and wastewater certificates to serve the Duval County portion of the requested service territory inconsistent with the 2010 PUD Ordinance because JEA would not be the service provider. (TR 185, 235, 238, 242)
Much of the prefiled testimony, exhibits, and discovery responses provided by the parties centered on the differing interpretations of the dedication language in the 2010 PUD Ordinance. On December 14, 2021, the City enacted the 2021 PUD Ordinance, which amended the 2010 PUD Ordinance to rezone the land from rural to multiuse, and to remove the requirement for the developer to construct the water and wastewater facilities, instead requiring it only to provide land for the facilities. (TR 134-135, EXH 67) Thus, it appears that the parties’ dispute regarding the dedication language in the 2010 PUD Ordinance is no longer at issue.
JEA witness Zammataro argued that JEA has an exclusive franchise to provide water and wastewater service in Duval and Nassau Counties. (TR 201; EXH 16; EXH 17) Witness Zammataro stated that the City’s public works authority under Chapter 180, F.S., makes JEA the exclusive provider of water and wastewater services within the municipal boundaries of the City unless JEA lacks the ability to serve. Witness Zammataro argued that, irrespective of any PUD ordinances, JEA’s exclusive authority to serve is already in place from the City’s authority under Chapter 180, F.S., and the City’s grant of an exclusive franchise to JEA. (EXH 54, BSP 140-141) While FCRU did not address the implications of Chapter 180, F.S., directly, in its brief the Utility argued that Section 367.011, F.S., which addresses jurisdiction and legislative intent, gives the Commission exclusive authority in this matter. (FCRU BR 11-13) Specifically, FCRU quoted Section 367.011(4), F.S., which states that Chapter 367, F.S., shall supersede all other laws on the same subject, and that subsequent inconsistent laws shall supersede it only if they do so by express reference. The Utility then argued that the legislature:
. . . did not have to anticipate that other laws on the same subject, read to be “inconsistent” with Chapter 367, do not and cannot supersede the exclusivity of the PSC’s jurisdiction over each utility with respect to its authority, service, and rates unless that subsequent legislation does so by express reference, but it did. There can be no logical interpretation of this language that is consistent with JEA’s position – that the statute should be read to allow local governments to pass local laws which tie the PSC’s hands and effectively prevent it from fulfilling its statutory mandate to exclusively regulate jurisdictional utilities.
(FCRU BR 13)
FCRU’s argument is consistent with the Commission’s decision in East Central.[4] In East Central, the Commission stated that Chapter 163, F.S., does not make express reference to Chapter 367, F.S. Section 163.3211, F.S., specifically states, “Nothing in this act is intended to withdraw or diminish any legal powers or responsibilities of state agencies or change any requirement of existing law that local regulations comply with state standards or rules.”
CONCLUSION
FCRU’s application is consistent with the Nassau County comprehensive plan; but may not be consistent with the Baker and Duval County comprehensive plans. However, Section 367.011, F.S., gives the Commission exclusive jurisdiction over this matter and Section 367.045(5)(b), F.S., states the Commission shall consider, but is not bound by, the local comprehensive plans. In addition, it does not appear that granting FCRU a certificate would deprive the counties of their ability to control development under their comprehensive plans or ordinances. Accordingly, staff recommends that any perceived inconsistencies should not cause the Commission to deny FCRU’s application.
Will the certification of FCRU result in the creation of a utility which will be in competition with, or duplication of, any other system?
Recommendation:
No. The proposed service area is undeveloped land with no water or wastewater service being provided and no existing service lines or facilities in place. (M. Watts)
Position
of the Parties
FCRU:
No.
JEA:
Yes. JEA has exclusive franchises from the City and Nassau County and the
ability to provide service. JEA has provided the Developer multiple options for
connecting the development to JEA for water and wastewater service and JEA’s
existing system infrastructure is in close proximity to the proposed service
territory.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that: (1) JEA has no present existing ability, and no
specific plans or allocated funds, to provide water and wastewater service to
the proposed service territory; (2) that any finding by the Commission that the
Utility’s application would result in a utility that is duplicative or in
competition with an existing system would be contrary to the record; and (3) that
JEA has no authority to serve FCRU’s proposed territory in Baker County. (FCRU
BR 22) The Utility argued that JEA admitted pursuant to discovery requests that
it has no water, wastewater, and/or reuse facilities in the proposed territory;
that it has no present water or wastewater capacity to serve more than 3,000
ERCs in the proposed territory; and that it has no plans to construct
additional water or wastewater capacity in the proposed territory. (FCRU BR 4)
Additionally, FCRU provided exhibits that show graphically that the distance
between its proposed service territory and the Cecil Field area, where JEA’s
closest facilities lie, is over seven miles. The Utility stated that JEA’s
position that the Utility will be in competition with or a duplication of JEA’s
system is based on its claim that it has exclusive franchise rights to serve
the area. (FCRU BR 23)
JEA
JEA argued that FCRU’s proposed system would be in competition with or
duplication of JEA’s system, citing four points in support of the claim, and
that JEA has the ability to serve. First, JEA argued that it has exclusive
franchise agreements with the City and Nassau County to serve those portions of
the Development. (JEA BR 13) JEA argued that, coupled with its present ability
to serve, these franchise rights mean that the Commission lacks jurisdiction to
certificate the Utility. (JEA BR 15) Second, JEA offered the Developer multiple
alternatives to connect the Development to JEA for water and wastewater
service. (JEA BR 16-18) Third, FCRU’s Feasibility Assessment does not
accurately reflect all of the service alternatives provided by JEA. (JEA BR 19)
Fourth, the Development is in close proximity to JEA’s existing infrastructure,
which is within a few miles of the Development. (JEA BR 20) Finally, JEA argued
that its system is more than adequate to meet the needs of the public and JEA
is ready, willing and able to serve, citing the overall size of its
infrastructure, the number of customers it is already serving, and its
financial resources. (JEA BR 21-22)
ANALYSIS
FCRU believes that the creation of a utility will not be in competition with, or duplication of any other system. (TR 100) Prior to filing its application for water and wastewater certificates, 301 Capital commissioned a limited feasibility study to determine whether it would be technically feasible and economically prudent to form its own utility to serve its planned developments in Duval, Nassau, and Baker Counties, as well as to provide an estimated timeline to begin serving customers. (EXH 7) FCRU witnesses Beaudet and Gandy, professional engineers involved in preparing the Feasibility Assessment for the Utility, each provided detailed estimates based on their experience for the length of time it would take after receiving water and wastewater certificates from the Commission to begin providing service. Witness Beaudet estimated FCRU could begin providing service in 2 1/3 years, and witness Gandy estimated the Utility could begin providing service 30 months after certification. (EXH 7, P 30; TR 380)
Although there was some testimony that JEA might be able to provide service to the Utility’s proposed service territory in Duval County and Nassau County in the future, the Commission has previously held that it cannot determine whether a proposed system will be in competition with or a duplication of another system when such other system does not exist. In an original certificate application by East Central, the Commission addressed the issue of competition or duplication of proposed systems, stating: [5]
[W]e cannot determine whether a proposed system will be in competition with or a duplication of another system when such other system does not exist. We do not believe Section 367.045(5)(a), Florida Statutes, requires this Commission to hypothesize which of two proposed systems might be in place first and, thus, which would compete with or duplicate the other. Engaging in such speculation would be of little use.
Additionally, JEA is not authorized to provide service in the Baker County portion of the proposed service territory. (TR 221)
JEA witness Zammataro stated in his testimony and under cross-examination that JEA does not have facilities in the Utility’s proposed service territory, and that JEA’s closest facilities are approximately five miles away. (TR 217; EXH 54, BSP 139) JEA does not have a water reclamation facility (WRF) near the proposed service territory, but instead proposed during its April 9, 2019 meeting with FCRU that an off-site regional WRF be built approximately four miles away. (EXH 5, P 106) In response to discovery, JEA also stated that it does not have specific plans to serve the area, aside from the scenario of the Utility building all facilities necessary and JEA using them to provide service. (EXH 54, BSP 139-140) Despite this, JEA argued in its brief that it has existing infrastructure in close proximity to the development, within a few miles, with which to serve the territory. (JEA BR 20) Based on prior Commission precedent, staff believes that FCRU serving proposed territory that is “a few miles away” from existing infrastructure is not a duplication of said infrastructure.
In response to Requests for Admission issued by FCRU, JEA admitted that it does not currently have the capacity to serve the 3,000 ERCs in the proposed service territory, and that it has no present plans to construct, on its own, additional water, wastewater, or reuse water treatment capacity in the proposed service territory. (EXH 58, BSP 189-190) More specifically, JEA witness Orfano stated that JEA’s existing water and wastewater mains and their associated plants do not have existing capacity to provide service to accommodate the 17,500 ERCs that the Utility will ultimately serve. He went on to state that by extending its existing mains to the proposed service territory, JEA’s existing system would accommodate approximately 3,000 ERCs. Connections beyond that would require additional treatment facilities. (EXH 57, BSP 182-183)
Notwithstanding the foregoing, JEA witness Zammataro argued that FCRU should not be granted water and wastewater certificates because JEA has exclusive franchise rights to provide water and wastewater service in the City and in Nassau County. (TR 201; EXH 54, BSP 141). Witness Zammataro stated that, in Duval County, JEA is authorized to serve pursuant to provisions of Chapter 180, F.S., and the City’s grant of the exclusive franchise. (EXH 54, BSP 140-141) In its brief, JEA also cited to the Commission’s decision denying an original certificate to Conrock Utility Company (Conrock), arguing that the existence of JEA’s franchise rights means that FCRU would be in competition with or a duplication of JEA’s system.[6] (JEA BR 15-16) However, Conrock is distinguishable from the instant case. In Conrock, much of the Utility’s proposed service territory was within a territory already being served by the City of Brooksville (Brooksville) pursuant to an interlocal agreement with Hernando County. Unlike the instant case, both Brooksville and Hernando County were actually serving water customers within Conrock’s proposed service territory, and had major distribution lines within the area. “In terms of present physical competition and duplication, Conrock’s proposed system would likely involve the running of water lines parallel to and in duplication of the County’s lines in the same subdivision.” Conrock at p. 10.
Additionally, Section 367.045(5)(a), F.S., prohibits the Commission from granting a certificate of authorization, or amending a certificate of authorization to extend an existing system, if the proposed system will be in competition with, or duplication of, any other system. Further, Section 367.021(11), F.A.C., defines a “system” as, “facilities and land used or useful in providing service and, upon a finding by the commission, may include a combination of functionally related facilities and land.” Despite JEA’s franchise rights in the City, it does not have any facilities in the proposed service territory, or even immediately adjacent to it. Therefore, staff recommends that JEA does not have a “system” that can be duplicated or in competition with FCRU.
Despite JEA’s testimony that it has the ability to serve the Utility’s proposed service territory in Duval and Nassau Counties, the evidence has shown that, absent FCRU constructing all of the necessary facilities as was previously required by the 2010 PUD Ordinance, JEA does not have the ability to serve the Development when services will be required. Further, in East Central, the Commission addressed the issue of competing claims of authority to serve, stating:
We do not find [South Brevard Water Authority’s (SBWA)] argument persuasive. SBWA offers no cogent legal or policy grounds for excluding the overlapping area from ECFS's proposed territory. Just because SBWA was statutorily created does not mean that the preservation of its territory is any more in the public interest than granting ECFS the same territory, even though ECFS was not similarly created. Furthermore, we think that it is appropriate to reference the Fifth District Court of Appeal's decision in City of Mount Dora v. JJ's Mobile Homes, Inc., 579 So.2d 524 (Fla. 5th DCA 1991). In that case, the court indicated that even though a utility has a prior legal right to provide service to a particular territory, if that utility cannot presently serve the area, another utility, which does have the present ability to do so, may.[7]
Based on the testimony provided by JEA, it does not have existing
facilities within the proposed FCRU service territory. Although JEA indicated
that it is prepared to serve the Duval and Nassau County portion of the
proposed service territory if 301 Capital provided the facilities, no testimony
was provided to show that it has the capacity or plans to do so on its own. The
nearest JEA facilities are five miles away from the Utility’s proposed service
area. While JEA testified that it would serve or has a right to provide
water and wastewater service in Duval and Nassau Counties, this statement of
intent is insufficient to demonstrate that FCRU’s proposal would be in
competition with, or duplication of JEA’s systems. Also, JEA has no
facilities and no franchise in Baker County.
Consistent with prior Commission findings in Farmton Water Resources LLC and East Central, since JEA has not demonstrated that it has existing facilities in place to serve the Utility’s proposed service territory, staff recommends that FCRU’s application complies with Section 367.045(5)(a), F.S., in that it will not be in competition with, or duplication of, any other system.
Does FCRU have the financial ability to serve the requested territory?
Recommendation:
Yes. The Utility has the financial ability to service the requested territory. (Bennett)
Position
of the Parties
FCRU:
Yes.
JEA:
No. First Coast itself has no resources. While First Coast’s developer
parent, 301 Capital Partners, LLC, has stated it will provide financial
support, the Developer has failed to establish that it has funds to construct
or operate a utility or that it has secured any outside financing.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
In its brief, FCRU stated that
the Utility is a wholly owned subsidiary of 301 Capital and is a newly formed
entity with a single purpose of providing water, wastewater, and irrigation
services to the proposed territory. It has no financial statements. (EXH 5, P
9) In FCRU witness Kennelly’s testimony, he stated that 301 Capital will
provide the necessary start-up funding and funds to support any financial
shortfalls of the Utility during its initial operation. (TR 99-100; EXH 5, P
113) 301 Capital provided its fair market value balance sheet, which shows a
total equity balance of $128,896,569, and profit and loss statement for the
test year, which shows a net income of $220,112. (EXH 5, P 114-115) The
Developer has recently received a letter from AgAmerica that provides
$40,000,000 in available financing to the Utility. (TR 96) Further, FCRU stated
that selling off parcels of land is another way to raise capital to fund the
Utility. This option would not change the need for service in the area as those
owners would still require FCRU’s services. (TR 143)
The Utility further asserted that, while JEA has argued that FCRU and the Developer had not provided audited financial statements, it is common practice for a newly formed utility seeking a certificate with the Commission to rely on a developer or long-term debt to finance the construction of a utility. While JEA asserted it has a more stable financial posture, FCRU witness Swain refuted that claim by providing a record of JEA’s bond rating down grade which would put JEA in a less favorable posture to finance a new utility. (TR 290)
JEA
In its brief, JEA stated that
FCRU has no financial resources and the Developer, 301 Capital, has not
provided the necessary financial statements to satisfy Rule 25-30.033(1)(h)1.,
F.A.C. (JEA BR 22) The Developer provided a fair market value balance sheet and
not an original cost balance sheet; therefore, JEA asserted it is a
misrepresentation of the Developer’s assets and liabilities. Further JEA stated
that the Developer did not provide an explanation of the manner and amount of
such funding, financial agreements between the listed entities, and proof of
the listed entities’ ability to provide funding as required by Rule
25-30.033(1)(h)2., F.A.C. (JEA BR 23)
FCRU provided options of how they would fund the Utility but has not provided any finalized plans. (TR 143-144) JEA argued the funding of the Utility is based on “maybe,” as in “[m]aybe borrow money, maybe sell off parcels of land, maybe seek additional investors, maybe issue bonds . . .” (JEA BR 25) The Developer recently lost its majority investor and provided no details about the departure or the financial impact to 301 Capital. (TR 127-130)
ANALYSIS
Rule 25-30.033(1)(h), F.A.C., provides that the applicant demonstrate the necessary financial ability to provide service to the proposed service area. As a newly formed entity, FCRU does not have any financial statements at this time. (EXH 5, P 9) However, the Developer has committed to provide the necessary start-up and operational funding to the applicant to cover any financial shortfalls in the initial development and operation of the Utility. (EXH 5, P 113) In the initial application, 301 Capital provided a fair market value balance sheet and a profit and loss statement to reflect its ability to financially support FCRU. (EXH 5, P 114-115) The rule does not provide that the Commission review the financial ability of another party who is not related to the Utility. JEA’s financial ability is not at question in this issue.
The Commission has traditionally allowed reliance on the parent’s financial ability in similar situations.[8] The Commission’s reasoning has been the logical vested interest of a parent in the financial stability of its subsidiary. Staff believes that 301 Capital’s financial statements demonstrate adequate and stable funding reserves for the Utility. Therefore, staff recommends that FCRU has demonstrated that it will have access to adequate financial resources to operate the Utility.
CONCLUSION
FCRU has demonstrated that it will have access to adequate financial resources to operate the Utility.
Does FCRU have the technical ability to serve the requested territory?
Recommendation:
Yes. FCRU has met the requirements of the rule demonstrating that, with the retention of outside professionals for the construction and operation of its systems, it has the technical ability to serve the requested territory. (Knoblauch)
Position
of the Parties
FCRU:
Yes.
JEA:
No. First Coast and its officers have no technical ability or experience in
the utility industry, nor has First Coast identified any contractors with the
required technical ability.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that JEA presented no
evidence on this issue and only brought up concerns relating to the Utility’s technical
ability at the hearing. FCRU argued that the President of the Utility is well
suited for his position, and it intends to engage well-known utility contractors
for the engineering, design, permitting, construction, and operation of the
proposed water, wastewater, and reuse water systems. (FCRU BR 26) This is
demonstrated by the experts that were retained for FCRU’s certification
application, including a regulatory rates and fees expert and engineers. (FCRU
BR 26-27) The Utility argued that it has and will continue to retain the needed
expertise for the proposed facilities. (FCRU BR 27)
JEA
JEA argued that FCRU and its
owners lack the technical ability and have no experience in the water or
wastewater industry. (JEA BR 25) JEA argued that the Utility’s President,
Robert Kennelly, a lawyer and certified public accountant, has never worked for
a utility and does not have the experience or technical ability needed to run a
utility. Additionally, none of the other FCRU officers, such as the Vice
President, have the relevant skills or knowledge of the utility business. (JEA
BR 26) While the Utility affirmed that it would hire qualified vendors and
contractors to construct and operate the utility, JEA argued that no contractor
had been identified. (JEA BR 27) Also, JEA argued that despite retaining
outside contractors, management must also have experience in the industry. In
comparison to other utilities, such as Farmton Water Resources LLC, that sought
certifications from the Commission and had extensive experience in managing
water resources, JEA stated that FCRU’s “management has no utility experience
and it has retained no one to design, construct, or operate treatment
facilities.” (JEA BR 27-28)
ANALYSIS
To demonstrate technical ability, Rule 25-30.033(1)(i), F.A.C., requires a statement of the applicant’s experience in the water or wastewater industry and a copy of all current permits. Additionally, the applicant must provide copies of the most recent Florida Department of Environmental Protection (DEP) and/or county health department inspections, secondary standards drinking water report, and correspondence for the past five years with the DEP, county health department, and water management district (WMD).
FCRU witness Kennelly testified that 301 Capital would retain professionals for the engineering, design, permitting, construction, and operation of the Utility’s water, wastewater, and water reuse systems. (TR 98-99) As an exhibit to his testimony, witness Kennelly provided FCRU’s application for certification which stated that the Utility had not yet obtained the necessary permits, nor had it had any correspondence with the DEP, county health department, or WMD. (EXH 5, P 10) Pursuant to Section 367.031, F.S., a utility must obtain a certificate of authorization from the Commission prior to being issued a construction permit by the DEP or being issued a consumptive use permit by the WMD. JEA did not provide testimony disputing FCRU’s technical ability to serve the requested territory; however, in its post-hearing brief, JEA argued that the Utility and its owners, officers, and members have no prior experience in the water and wastewater industry. (JEA BR 25-26) JEA also argued that while the Utility asserted that it would retain qualified contractors for the operation of the system, the actual contractors have not been identified. (JEA BR 27) Staff believes FCRU has met the requirements of the rule demonstrating that with the retention of outside professionals for the construction and operation of its systems, it has the technical ability to serve the requested territory.
CONCLUSION
Based on the above, staff recommends that FCRU has the technical ability to serve the requested territory.
Does FCRU have sufficient plant capacity to serve the requested territory?
Recommendation:
Yes. The evidence in the record demonstrates that FCRU has properly planned for the estimated needs of the proposed service area. (Knoblauch)
Position
of the Parties
FCRU:
Yes.
JEA:
No. The proposed 2 MGD plant is insufficient for the site plan, which
would support 10,000 ERCs at 200 gpd. The Developer proposes 11,250 single-family
homes, 3,750 multi-family ERCs, and 1,050,000 square feet of commercial space
just in the City of Jacksonville portion of the development.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that its witness Beaudet prepared a Feasibility Assessment
report outlining a plan for Phase I of the development. Additionally, witness
Beaudet testified that based on personal experience, there is a level of
uncertainty when it comes to long-term phase planning. The Utility argued that
it would not be prudent to construct a plant with the capacity to serve the
entire development now considering the capacity required to meet future demand
may change. Therefore, rather than constructing a 4 million gallons per day (MGD)
plant, the estimated
capacity needed at buildout, at the initial stages of the development,
FCRU argued that witness Beaudet calculated the needed capacity to be 1 MGD and
expandable to 2 MGD for the future, with the appropriate facilities being
phased-in over time. (FCRU BR 27) Additionally, FCRU argued that the
alternative of building on-site facilities was quicker and more economically
feasible than the alternatives presented by JEA, such as an interconnection with
JEA facilities. (FCRU BR 28)
JEA
JEA argued the plant capacity proposed by FCRU is insufficient to serve the entire development in Duval County. In JEA witness Zammataro’s testimony, he calculated the total estimated flow for the development to be 3.86 MGD. However, the plant site plan presented by the Utility would only have a capacity of 2.0 MGD, and no plans were provided on how FCRU would account for the additional 1.8 MGD of required capacity. (JEA BR 28) JEA argued that the Utility failed to demonstrate that it would have adequate plant capacity to serve the development in Duval County, which was limited to the first phase, and no provisions were provided for Nassau or Baker counties. (JEA BR 29)
ANALYSIS
Rule 25-30.033(1)(n) and (o), F.A.C., require the applicant to provide a description of the plant and proposed line capacities, and the type of treatment and method of effluent disposal that will be used. As an exhibit to his direct testimony, FCRU witness Beaudet presented a Feasibility Assessment that laid out several alternatives for serving the proposed service territory, as well as the selection of the most feasible alternative. (EXH 7) The Feasibility Assessment only examined Phase I of the development, which included a total of 2,800 ERCs to be in-service by 2030. (EXH 7, P 11)
For Phase I of the development, the water demand was calculated to be 756,000 gallons per day (gpd) average daily flow (ADF) using an estimated value of 270 gpd per ERC. (EXH 7, P 12) Through discovery, the Utility stated that the value of 270 gpd was selected based on data from St. Johns Water Management District’s and South Florida Water Management District’s Water Supply Plans. Using this data and an assumption of 2.4 persons per dwelling unit, a value of 307 gpd per ERC was calculated. This value was decreased slightly to 270 gpd per ERC to account for 100 percent irrigation from reclaimed water, resulting in a slightly lower demand. (EXH 38, BSP 3-4)
The Feasibility Assessment specified that for new developments, a minimum size of 1.0 MGD ADF be constructed for onsite water facilities. (EXH 7, P 11) This is consistent with JEA’s minimum size requirements for onsite water facilities. In addition, the water treatment plant (WTP) will be expandable up to 2.0 MGD and in conformance with JEA standards. The treatment process will consist of chlorination, and the water will be stored in a one million gallon prestressed concrete storage tank, which will be equipped with a mixing device to help with disinfection and sulfide oxidation. (EXH 7, P 16)
The Utility’s wastewater treatment plant (WWTP) design will also be based on an ADF of 1.0 MGD, and will be expandable up to 2.0 MGD. (EXH 7, P 16) The wastewater will be treated using a biological treatment system based on sequencing batch reactor technology. The treated effluent will be pumped to a ground storage tank, which will meet the DEP minimum three-day storage requirement for current flows. (EXH 7, P 18) However, additional storage tanks, storage ponds, or other storage alternatives will be required in the future to meet demand. (EXH 7, P 18-19) From the storage tanks, the treated effluent will be pumped to reuse services at the WWTP site or will be utilized for irrigation of public access areas located nearby. Sludge disposal will be completed using an aerobic digestion process and will be trucked off-site for land application. (EXH 7, P 19)
JEA witness Zammataro testified that the WWTP proposed by FCRU would be unable to meet the demand of the total requested service territory. (TR 205) The total service territory includes 11,250 single-family residences, 3,750 multi-family residences, and 1,050,000 square feet of commercial and office space. (TR 205) Using an estimated demand of 250 gpd for residential units and 0.1 gpd per square foot for commercial usage, witness Zammataro calculated a projected flow for the development of 3.86 MGD. Compared to the 2.0 MGD capacity outlined in witness Beaudet’s Feasibility Assessment, witness Zammataro testified that a remaining 1.8 MGD of demand is unaccounted for, and any provision to accommodate the additional demand was not discussed. (TR 205-206) In addition to the WWTP capacity, witness Zammataro also testified to insufficiencies with regard to the reclaimed water system proposed by the Utility. While the proposed WWTP plans include the production of reclaimed water, witness Zammataro stated that, “nowhere in the Assessment are the piping costs for distributing the reclaimed water provided.” (TR 206) There was also no analysis in the Feasibility Assessment on reclaimed water during the varying seasons, such as a disposal method for effluent during the rainy season or seasonal storage during the dry season, when reclaimed water demand is higher. (TR 207)
Witness Zammataro testified that the Feasibility Assessment did not explore all potential alternatives for the provision of water and wastewater to the service area. (TR 207-208) Instead, the Feasibility Assessment only compared the construction of an onsite treatment facility with the construction of a remote regional JEA facility. The other alternatives proposed by JEA were (1) extending service mains from JEA’s existing system to the development; (2) extending service mains to connect to a JEA regional facility, paid for by JEA; and (3) the onsite treatment facility could be constructed and dedicated to JEA for operation and future expansions. In particular, the option of connecting directly to JEA’s existing system, which would be able to serve the planned 2,800 ERCs in Phase I, would be a less costly and quicker alternative than the options laid out in the Feasibility Assessment. (TR 208)
In his rebuttal testimony, witness Beaudet testified that the site layout in the Feasibility Assessment illustrated a 2.0 MGD capacity for both Phases I and II. (TR 260) However, the ultimate build-out demand for the development was projected to be 4.0 MGD, leaving additional capacity available to serve future customers. (TR 260-261) Regarding reclaimed water, witness Beaudet testified that there would be 100 percent reuse of the reclaimed water for Phase I. The storage that was included in the Feasibility Assessment would be sufficient to store three days of reclaimed water and would meet DEP rules. As the development progresses, the Utility would also have storage ponds, to be constructed by third-party developers, available for storing additional reclaimed water. (TR 265) If an alternate disposal system is required for future phases, the appropriate storage would be addressed at that time. Witness Beaudet testified that dry season augmentation was not a requirement for the permitting of a reclaimed water system, and during prolonged dry periods, the reclaimed water could be mitigated by the pond storage and rationed by contract, as is used by Palm Beach County Utilities. Also, the cost of the reclaimed water lines to be connected to the plant would be paid for by the third-party developers, rather than FCRU. (TR 266)
Witness Beaudet testified that the FCRU facilities, “potentially envisioning acquisition by JEA at some time in the future,” would be designed in conformance with JEA standards. (TR 261) As directed by the City’s Comprehensive Plan, all JEA water systems must be constructed in accordance with JEA Standards and Specifications. (EXH 21, P 50) Additionally, witness Beaudet testified that he has advised the Developer that “the facility could be built much less expensively by lowering the standard to one that would be regulatorly acceptable at the minimum;” however, this was rejected by the client. (TR 262) Witness Beaudet testified that when initially contracted to complete an engineering assessment, only one option from JEA had been presented to him. This option was the interconnection of water and wastewater lines from the Development to JEA’s existing facilities, which could serve 2,800 ERCs and would require a 39,000-foot extension of lines from the property to JEA’s facilities. (TR 267) Witness Beaudet stated that this option had no provision for reclaimed water and he estimated that the cost to the developer would be over $34 million, compared to the estimated $27 million for the construction of onsite facilities by FCRU. (TR 267-268) At a meeting with JEA in 2019, another option was presented by JEA, which included the Utility constructing a WTP onsite and connecting the wastewater and reclaimed water lines to a new regional WWTP constructed by JEA. The cost of this option was estimated by JEA to be $39 million, though additional operating costs would be required for pumping wastewater and reclaimed water to and from the new JEA regional plant. (TR 266-267) The third option, which was rejected by FCRU, was the construction of onsite facilities by the Developer and dedication to JEA. (TR 268)
The Feasibility Assessment presented by witness Beaudet outlined the plant capacity necessary to serve Phase I of the development, as well as provisions for serving Phase II. While witness Zammataro testified that the plant capacity in the Feasibility Assessment was insufficient to serve the development at build-out, witness Beaudet rebutted this claim stating the Feasibility Assessment only examined Phases I & II. (TR 205-206; TR 260) In response to discovery, the Utility specified that the selected plant site was chosen because it was sufficient for the 4 MGD capacity that would be required at full build-out. (EXH 60, BSP 208) This was also reiterated in witness Beaudet’s rebuttal testimony, where he stated that the final projected demand was over the value quantified by witness Zammataro with additional capacity available for future connections. (TR 260-261) The full build-out of the development is expected by 2050, according to a preliminary absorption schedule provided by FCRU. (EXH 60, BSP 210)
Considering the service territory will be developed in phases over the next 30 years, staff believes that the necessary planning information for the treatment facilities, including the option of connecting to JEA treatment facilities, was provided for the initial stages of the development. Additionally, FCRU provided descriptions of the type of treatment and method of effluent disposal that will be used. Therefore, staff recommends the Utility has met the requirements of Rule 25-30.033, F.A.C., regarding the plant and proposed line capacities.
CONCLUSION
Based on the above, staff recommends that FCRU will have sufficient plant capacity to serve the requested territory based on information presented in witness testimony and through discovery.
Has FCRU provided evidence that it has continued use of the land upon which the utility treatment facilities are or will be located?
Approved Type II Stipulation:
Yes. FCRU provided a copy of the unrecorded Specialty Warranty Deed, between FCRU and 301 Capital Partners, LLC, the current landowners, as evidence that it will have continued use of the land upon which utility treatment facilities will be located. If the certificate is granted, FCRU should provide a copy of the recorded instrument within 60 days of the Commission’s vote.
Is it in the public interest for FCRU to be granted water and wastewater certificates for the territory proposed in its application?
Recommendation:
Yes. Based on the recommendations in Issues 1 through 8, it is in the public interest to grant FCRU Certificate No. 680-W to provide water service and Certificate No. 578-S to provide wastewater service to the territory described in Attachment A. (M. Watts)
Position
of the Parties
FCRU:
Yes.
JEA:
No. First Coast has not demonstrated need for service, financial ability,
technical ability, or plant capacity. Its rates and charges would be double
those of JEA. The public interest is served by compliance with the local
franchises, Comp Plan, development ordinance, and otherwise by JEA as the
municipal provider.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU argued that, for all of the reasons set forth in its brief, it is in
the public interest to grant the Utility’s water and wastewater certificates.
FCRU cited to a prior docket involving Nocatee Utility Corporation’s
application for original certificates in which the applicant argued that the
Commission should consider the landowner’s preference for service and the
developer’s unique ability with the planning of the development. The Commission
ultimately concluded in that case that it could consider the landowner service
preference; however, it was not bound by it. (FCRU BR 28) The Utility argued
that the Commission should again consider the developer/landowner’s strong
preference for service from the FCRU, since it would be more capable of
supplying the needed capital expenditures and capacity than JEA. (FCRU BR
28-29) Furthermore, the Utility argued that, as a result of recent legislation,
JEA would be required to undertake several projects to address its disposal of
reuse water, at an estimated cost of at least $1.9 billion, and that the effect
of these projects on rates is not yet known. (FCRU BR 29)
JEA
JEA argued that when making a determination on whether to grant a
certificate of authorization, the Commission considers the public interest,
which includes several factors, including the applicant’s financial and
technical ability. (JEA BR 29-30) JEA argued that FCRU did not demonstrate that
certification in this case would be in the public interest, nor did it show
that there was a need for service in Nassau County, Baker County, or beyond the
first phase of the Development in Duval County. Additionally, JEA listed other
concerns: the Utility’s application is inconsistent with the City Comp Plan;
the proposed system would be in competition with or duplication of JEA’s system;
and FCRU lacks the financial and technical ability to operate a utility. Beyond
the required elements of the application, JEA argued that there were other
factors to consider, including rates, customer service, rate stability, and
reliability. (JEA BR 30) Regarding rates, JEA argued that the Utility’s
customers would be paying more than double the rates compared to JEA’s
customers, and JEA’s rates are expected to remain stable for at least the next
five years. (JEA BR 31-32) For customer service, JEA offers online resources,
community impact initiatives, and has been recognized for its service. (JEA BR
32-33) JEA also argued it has a large customer base to absorb costs in the
event of a problem or natural disaster like a hurricane, while FCRU would have
a much smaller customer base over which to distribute the costs.
JEA argued that the Utility offered a purchase option to JEA that also
contemplated selling to a community development district once certificated by
the Commission, showing FCRU has no intent to be a permanent operator. JEA
argued that FCRU witness Beaudet’s testimony regarding the virtues of the
creation of small private utilities by developers and their subsequent sale to
governmental entities when a municipality or county had not been available to
provide service does not apply in this case because JEA offered to provide service
to the Development. (JEA BR 33) As expressed in the City Comp Plan, the goal of
the City was to eliminate small, substandard systems and to “regionalize water
and wastewater facilities through JEA.” (JEA BR 34) JEA argued that this would
improve service and water quality to utility customers, as well as lower demand
on the Floridan aquifer. Granting water and wastewater certifications to the
Utility would be contrary to this approach and not in the public interest. (JEA
BR 34)
ANALYSIS
Sections 367.021 and 367.031, F.S., give the Commission the authority to issue a utility a certificate of authorization to serve a specific service area. To implement these statutes, Rule 25-30.033(1)(h), (i), and (k), F.A.C., require statements showing the financial and technical ability of the applicant to provide service, the need for service in the proposed service area, the identity of any other utilities within the proposed service area that could potentially provide service, and the steps the applicant took to ascertain whether such other service is available.
Section 367.045(5)(a), F.S., provides that the Commission may grant or amend a certificate of authorization, in whole or in part or with modifications in the public interest, or it may deny a certificate of authorization or an amendment to a certificate of authorization, if in the public interest. In prior proceedings, the Commission has made its determination regarding the public interest based upon whether a utility’s application demonstrates there is a need for service, that the application is not in competition with or duplication of another system, that the utility has the financial and technical ability to provide service, and the utility has sufficient plant capacity or will construct the plant when needed.[9]
In Issue 2, staff recommends that the Utility’s application did comply with Section 367.045(1)(b), F.S., with regard to the need for service in the requested area. FCRU furnished requests for service from landowners in Duval, Nassau, and Baker Counties as evidence that there is a need for service in the requested territory. In addition, the Utility provided the 2010 Ordinance, as revised and amended by the 2021 Ordinance, which permits the construction of a sizeable mixed-use development in Duval County. JEA did not contest the need for service in the Phase I portion of the proposed service territory in Duval County, but stated that any need for service beyond that was purely speculative. Based upon the record evidence in this docket, staff recommended that there appears to be a need for service in FCRU’s proposed service area.
In Issue 3, staff recommends that, pursuant to Section 367.045(5)(b), F.S., the Commission shall consider but is not bound by the comprehensive plans. Further, in Issue 4, staff recommends that the Utility will not be in competition with, or duplication of, any other system. Staff’s recommendation was consistent with prior Commission precedent that competition and duplication pursuant to Section 367.045(5)(a), F.S., cannot be determined where another entity has not demonstrated it has existing facilities in place to serve the proposed service area.[10]
In Issues 5 and 6, staff recommends FCRU has demonstrated the financial and technical ability to provide service pursuant to Section 367.045(1)(b), F.S. The Utility has demonstrated that it will have access to adequate financial resources to operate the utility. As a demonstration of FCRU’s technical ability, staff cited the Utility’s intent to retain professionals for the engineering, design, permitting, construction, and operation of the FCRU water, wastewater, and water reuse systems. JEA did not provide any testimony disputing the Utility’s ability to serve the proposed territory.
In
Issue 7, staff recommends that, since FCRU has demonstrated the financial and
technical ability to efficiently provide for any existing or future services
needed in the proposed service area, it has the means to pursue the steps
necessary to obtain sufficient plant capacity.
Pursuant to Section 367.031, F.S., a utility must obtain a certificate
of authorization from the Commission prior to being issued a construction
permit by the DEP or being issued a consumptive use permit by the WMD. Staff
believes that the Utility is correct in pursuing a certificate from the
Commission prior to approaching the DEP, the
In Issue 8, the Commission approved the parties’ Type II stipulation that FCRU had provided evidence that it will have continued use of the land upon which utility treatment facilities will be located.
In summary, staff recommends that
the Utility has demonstrated: (1) that there is a need for service; (2) that
the application will not be in competition with, or duplication of, any other
system; (3) that it will have continued use of the land upon which utility
treatment facilities are located; and (4) that it has the financial and
technical ability to provide service along with the ability to pursue the steps
necessary to obtain sufficient plant capacity. In addition, staff recommends
that granting a certificate to FCRU will not deprive the counties of their
ability to control development under their comprehensive plans or ordinances. As
such, staff recommends the Utility has proven that its application is in the
public interest.
CONCLUSION
Based
on the recommendations in Issues 1 through 8, staff recommends it is in the
public interest to grant FCRU Certificate No. 680-W to provide water service
and Certificate No. 578-S to provide wastewater service to the territory
described in Attachment A.
What is the appropriate return on equity for FCRU?
Approved Type II Stipulation:
The appropriate return on equity is 8.12 percent with a range of plus or minus 100 basis points.
What are the appropriate rates and rate structures for the water and wastewater systems for FCRU?
Recommendation:
In accordance with staff’s recommended revenue requirement, the appropriate water and wastewater rates and rate structures shown on Schedule Nos. 4-A and 4-B, are reasonable and should be approved. The rates should be effective for services rendered or connections made on or after the stamped approval date on the tariff sheets, pursuant to Rule 25-30.475, F.A.C. The Utility should be required to charge the approved rates until authorized to change them by the Commission in a subsequent proceeding. (Bennett, Bruce)
Position
of the Parties
FCRU: Water
Residential Rates
Base Facility Charge $ 31.75
Gallonage Charge
First 3,000 gallons $ 1.55
Over 3,000 – 10,000
gallons $ 2.33
Over 10,000 gallons $ 4.66
General Service
5/8” x 3/4” $ 31.75
3/4” $ 47.63
1” $ 79.38
1 1/2” Turbine $
158.75
2” Turbine $
254.00
3” Turbine $
555.63
Charge per 1,000 gallons $ 1.58
Wastewater
Residential
Rates
Base
Facility Charge $ 84.35
Gallonage
Charge 10,000 gallon cap $ 5.09
General
Service
5/8” x 3/4” $ 84.35
3/4” $ 126.53
1” $ 210.88
1 1/2” Turbine $ 421.75
2” Turbine $ 674.80
3” Turbine $1,476.13
Charge
per 1,000 gallons $ 6.10
Reclaimed
Water
Charge
per 1,000 gallons $ .50
JEA: No post-hearing position was
provided in its brief.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU
contended that the financial schedules presented in FCRU witness Swain’s
testimony are consistent with Commission rules. The financial schedules were
supplemented by an additional schedule of plant by NARUC account number
provided in response to staff discovery. The Utility modified its financing
which resulted in the revised proposed rates. FCRU argued that its proposed
rates have been vetted and are unrebutted. (FCRU BR 30)
JEA
No
post-hearing position or argument was provided in JEA’s brief.
ANALYSIS
Rate Base
Consistent with Commission practice in applications for original certificates, rate base is identified only as a tool to aid in setting initial rates and is not intended to formally establish rate base.[11] Rate structure was discussed; however, the individual components of rate base were not disputed by the parties. The Utility’s proposed water and wastewater rate base calculations, as well as staff’s recommended adjustments, are described below and supported by Schedule Nos. 1-A, 1-B, and 1-C.
FCRU projects it will be operating at 80 percent of its design capacity in the fourth year of service. (EXH 5, P 119) The accounting schedules, provided by witness Swain, reflect proposed utility plant-in-service (UPIS) balances of $16,170,000 for water and $35,283,750 for wastewater, inclusive of land. (EXH 5, P 119-121) Staff requested a breakdown of the proposed UPIS balances by NARUC account. (EXH 50, BSP 1667)
Staff reviewed the plant accounts and requested support documentation for Accounts 301/351 organization to verify the charges to those accounts. In FCRU’s response, it provided a listing of the costs which totaled $160,000 for both systems. (EXH 40, BSP 20) Staff again requested documentation to support the organization costs, and the Utility responded with an updated listing of the costs and explained that due to the objection filed by JEA, the costs had increased to $629,322, but no invoices were provided at that time. (EXH 50, P 1668-1669)
A third request was made by staff to FCRU to provide documentation to support the organization costs. The Utility provided an updated listing of the costs then totaling $820,466, and in a supplemental filing for that request provided invoices to support the costs. (EXH 50, BSP 103; EXH 53, BSP 128-130, 1707-2000) Staff reviewed the invoices and determined there was sufficient information provided to allow for additional legal, engineering and accounting costs. An adjustment to increase the amount of organization costs by $714,816, or $357,408 for water and $357,408 for wastewater, is recommended.
Based on the increased organization costs, staff recommends a UPIS balance of $16,527,408 for water and $35,641,158 for wastewater, inclusive of land.
Staff reviewed the cost estimates for
the WTP, WWTP, and internal infrastructure listed in FCRU witness Beaudet’s
Feasibility Assessment and witness Swain’s Schedule Nos. 1-A and 1-B. Staff
also requested additional information relating to plant costs through
discovery. (EXH 7, P 20-24; EXH 2, P 6-7; EXH 38, BSP 2, 4-6; EXH 46, BSP 87)
The plant cost estimates were developed based on generalized projections for
equipment, experience with similar projects, and manufacturer prices. (EXH 7, P
20) Through discovery, FCRU provided portions of the JEA Water and Wastewater
Standards Manual which were used in the development of the internal infrastructure
costs, as well as further details on the costs that were included in the plant
accounts. (EXH 38, BSP 2, 4-6; EXH 46, BSP 87) Based on the presented
information, staff recommends no adjustments to WTP, WWTP, and internal
infrastructure costs.
In its filing, the Utility proposed an accumulated depreciation balance of $1,790,600 for water and $4,739,611 for wastewater. (EXH 5, P 120-121) Based on corresponding adjustments to reflect adjustments to UPIS, as described above, an adjustment to accumulated depreciation should be made. Staff recommends a decrease to accumulated depreciation of $31,273 for water and $31,273 for wastewater to adjust for the increase in UPIS. Therefore, staff recommends an accumulated depreciation balance of $1,821,873 for water and $4,770,884 for wastewater.
In its filing, FCRU proposed a contributions in aid of construction (CIAC) balance of $9,110,300 for water and $14,173,390 for wastewater. (EXH 5, P 122-127) The Utility recorded the entire CIAC balance for both water and wastewater in main capacity (main extension) which has a 43-year life. Upon review staff found that FCRU split the service availability charge between main extension and plant capacity. Staff requested a breakdown by plant account to calculate the composite average life for each system. (EXH 50, BSP 1667) Using Depreciation Rule 25-30.140, F.A.C., staff determined the water plant capacity composite rate should be comprised of Accounts 311 and 320 and the main extension rate from Account 331. The wastewater plant capacity composite rate should be comprised of Accounts 355, 371, and 380 and the main extension composite rate comprised of Accounts 360 and 361.
Based on the adjustments discussed above, staff recommends an increase to CIAC of $1,564 for water and an increase of $2,431 for wastewater. Staff recommends a CIAC balance of $9,111,864 for water and $14,175,821 for wastewater.
In its filing, the Utility proposed a working capital balance of $67,306 for water and $201,345 for wastewater. (EXH 5, P 119) FCRU did not provide a calculation for working capital. As such, staff calculated working capital using the 1/8 Operations and Maintenance (O&M) approach which results in an adjustment to decrease working capital by $30,481 for water and $126,398 for wastewater.[12] As a result, staff recommends a working capital balance of $36,825 for water and $74,948 for wastewater.
In total, FCRU projected a rate base of $5,760,141 for water and $17,231,321 for wastewater. (EXH 5, P 138) Based on the adjustments discussed above, staff recommends that the projected rate base be increased by $470,386 for water and $302,527 for wastewater. As such, staff recommends rate base should be $6,230,527 for water and $17,533,848 for wastewater. Rate base calculations for water and wastewater systems are shown on Schedule Nos. 1-A and 1-B. Staff’s adjustments are shown on Schedule No. 1-C.
Cost of Capital
In its application, the Utility proposed a capital structure of 97.95 percent common equity and 2.05 percent customer deposits, with cost rates of 8.12 percent for equity and 2.00 percent for customer deposits. This resulted in a proposed overall cost of capital of 7.99 percent. (EXH 5, P 130)
Staff inquired about the lack of credit accumulated deferred income taxes, and witness Swain responded that in original certificates it is not common practice to include them. (EXH 44, BSP 77-79).
In witness Swain’s rebuttal testimony, the witness provided a revised financial accounting schedule which reflected a capital structure of 97.95 percent long-term debt and 2.05 percent customer deposits with cost rates of 5.00 percent for long-term debt and 2.00 percent for customer deposits. (EXH 36, P 1) As a result of the adjustment necessary to reconcile rate base with the capital structure, staff recommends a cost of capital that results in 97.98 percent long-term debt and 2.02 percent customer deposits with a recommended overall cost of capital of 4.94 percent.
Net Operating Income
FCRU requested net operating income (NOI) for the water and wastewater systems of $460,279 and $1,376,913, respectively, based on staff adjustments to rate base for each system and a projected overall cost of capital of 4.94 percent for water and wastewater. (EXH 5, P 138) NOI calculations for water and wastewater are shown on Schedule Nos. 3-A and 3-B. Staff’s adjustments are shown on Schedule No. 3-C.
Revenue Requirement
Witness Swain’s direct testimony reflected revenues of $1,566,216 for water and $4,249,079 for wastewater. (EXH 50, P 131) In witness Swain’s rebuttal testimony, the Utility projected revenues of $1,291,817 for water and $3,212,326 for wastewater, which excluded an income tax provision. (TR 294-295) Staff believes adjustments are necessary, with the exception of O&M expenses. As such, staff recommends a revenue requirement of $1,180,799 for water and $3,128,867 for wastewater. FCRU’s projected revenues include O&M expenses, depreciation expense and CIAC amortization expense and taxes other than income. These adjustments are discussed below.
Net Depreciation Expense
In its original filing, the Utility proposed depreciation expense of $324,216 for water and $1,063,762 for wastewater. (EXH 5, P 128-129) Staff reviewed depreciation expense and determined adjustments were needed.
The first adjustment was to move the CIAC amortization expense of $2,000 for each system, which reflects the organization costs, to the depreciation expense. This adjustment increased depreciation expense by $2,000 for each system. The next adjustment was to account for the fallout of the UPIS adjustments. This adjustment increased depreciation expense by $8,935 per system. The final adjustment was to reflect the fallout from the CIAC adjustment which increased CIAC amortization expense by $67,260 for water and $92,709 for wastewater. Therefore, staff recommends net depreciation expense of $267,891 for water and $981,989 for wastewater.
Amortization
FCRU projected an amortization balance of $2,000 for water and $2,000 for wastewater. (EXH 5, P 132-133) Staff removed the full amount to reclassify the amount as net depreciation expense.
Taxes Other Than Income
In its filing, the Utility included taxes other than income (TOTI) expense of $329,641 for water and $741,709 for wastewater. (EXH 5, P 128-129) First, staff made corresponding adjustments to decrease regulatory assessment fees (RAFs), which was associated with FCRU’s revised operating revenues. Second, in response to discovery, the Utility provided updated millage rates for calculating property tax expenses, to reflect the updated property taxes for 2021. (EXH 53, BSP 127) As such, staff decreased property taxes by $1,802 for water and $10,246 for wastewater. Last, staff made corresponding adjustments to decrease RAFs by $1,737 for water and $3,723 for wastewater to reflect the fallout from staff’s recommended revenue requirement. Therefore, staff recommends a TOTI balance of $310,495 for water and $681,054 for wastewater as supported in Schedule No. 3-A.
Rates and Rate Structure
The Utility
structured its proposed water and wastewater rates in accordance with Rule
25-30.033(2), F.A.C., which requires that a base facility and usage rate
structure, as defined in Rule 25-30.437(6), F.A.C., be utilized for metered
service. FCRU’s proposed rate structure consists
of a base facility charge (BFC) and a three-tier inclining block rate structure
for its residential water customers. The Utility’s proposed general service
water rates consist of a BFC and uniform gallonage charge rate structure. In
addition, FCRU’s proposed wastewater rates include a BFC and gallonage charge
rate structure for its residential and general service customers. The
residential wastewater rate includes a gallonage cap of 10,000 gallons.
Further, the Utility proposed a rate of $.50 per thousand gallons of reclaimed
water (reuse). FCRU’s proposed rates were designed to generate
the Utility’s requested revenue requirements of $1,291,817 for its water system
and $3,212,326 for its wastewater system. (EXH 36, P 2)
FCRU’s
proposed water rates recover 69 percent of the water revenues through the BFC.
(EXH 36, P 2) In FCRU witness Swain’s testimony, the Utility indicated that the
customer base is non-seasonal. (EXH 42, BSP 61) Witness Swain indicated that FCRU’s
rates were designed to provide rate stability to the Utility while allowing
customers to pay rates more closely associated with the actual cost of
providing service. (EXH 42, BSP 63) It is Commission practice to recover no
more than 40 percent of the water revenues through the BFC with the exception
of a seasonal customer base.[13]
However, since customers will be added over time, staff believes having a
higher BFC allocation from the onset would be essential in providing some
revenue stability for FCRU during the early stages of operation. In regard to
the inclining blocks, staff believes that they are reasonable for the Utility’s
initial rates. The Commission has previously approved an inclining block rate
structure in a true original certificate with no prior billing data.[14]
Therefore, for the water system, staff recommends a BFC and a three-tier
inclining block rate structure for its residential water customers. For general
service water customers, a BFC and uniform gallonage charge rate structure is
appropriate.
The
Utility’s proposed wastewater rates recover 74 percent of the wastewater rates
through the BFC. It is Commission practice to recover 50 percent or greater of
the revenue through the BFC for the purpose of recognizing the capital
intensive nature of wastewater plants.[15]
Therefore, staff believes that FCRU’s proposed allocation is reasonable. The
Utility proposed a residential wastewater cap of 10,000 gallons for its
wastewater rates. (EXH 36, P 2) The wastewater cap is to recognize that not all
water consumption is returned to the wastewater system.[16]
Staff believes the proposed 10,000 gallon cap is reasonable for that
recognition.
Furthermore, FCRU proposed a reclaimed water rate or reuse rate of $.50 per 1,000 gallons for its customers. The Commission practice with respect to setting reuse rates does not include a cost based justification. Reuse rates typically reflect a comparison of reuse rates of surrounding utilities.[17] The Utility indicated that it determined its proposed reclaimed water rate based on rates charged by nearby utilities, particularly Clay County Utility Authority, which at the time was $.76 per 1,000 gallons for up to 15,000 gallons, $1.50 per 1,000 gallons for the next 5,000 gallons, and $2.26 per 1,000 gallons over 20,000 gallons. (EXH 42, BSP 62) As result, staff believes FCRU’s proposed reclaimed water rate is not priced higher than the market and is reasonable. Therefore, staff recommends the reuse rate should be approved.
CONCLUSION
Based on the above, in accordance with staff’s recommended revenue requirement, the appropriate water and wastewater rates and rate structures shown on Schedule Nos. 4-A and 4-B are reasonable and should be approved. The approved rates should be effective for services rendered on or after the stamped approval date on the tariff sheets, pursuant to Rule 25-30.475, F.A.C. FCRU should be required to charge the approved rates until authorized to change them by the Commission in a subsequent proceeding.
What are the appropriate miscellaneous service charges for FCRU?
Approved Type II Stipulation:
Pursuant to Rule 25-30.460, F.A.C., the appropriate miscellaneous service charges for FCRU should be a premise visit charge of $30, and violation reconnection charge at actual cost.
What is the appropriate late payment charge for FCRU?
Approved Type II Stipulation:
The appropriate late payment charge should be $7.50.
What are the appropriate Non-Sufficient Funds (NSF) charges for FCRU?
Approved Type II Stipulation:
The NSF charge for FCRU should be prescribed as in Section 68.065(2), F.S.
What are the appropriate service availability charges for FCRU?
Recommendation:
The appropriate service availability charges are shown on Schedule No. 5 and should be approved. The Utility’s proposed service availability policy should be revised to reflect that the charges are appropriate when the Utility installs the facilities. The approved charges and policy should be effective for connections made on or after the stamped approval date on the tariff sheets pursuant to Rule 25-30.475, F.A.C. FCRU should be required to collect its approved service availability charges until authorized to change them by the Commission in a subsequent proceeding. (Bruce)
Position
of the Parties
FCRU:
|
Plant Capacity |
Main Capacity |
Water |
|
|
|
|
|
Requested Service Availability Charge Per ERC |
$752.00 |
$3,158.00 |
Requested Service Availability Charge Gallon Per Day |
$2.79 |
$11.70* |
|
|
|
Wastewater |
|
|
|
|
|
Requested Service Availability Charge Per ERC |
$1,250.00 |
$4,833.00 |
Requested Service Availability Charge Gallon Per Day |
$5.79 |
$22.38 |
|
|
|
|
|
|
*FCRU
incorrectly referenced its requested service availability charge gallon per day
as $1.70 in its post-hearing brief. This appears to have been a scriveners
error and, therefore, staff has inserted the corrected amount of $11.70.
JEA:
No post-hearing position or
argument was provided in its brief.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
FCRU
contended that FCRU witness Swain is an expert in water and wastewater
regulatory accounting and her financial schedules for service availability
charges are consistent with Commission Rules. (FCRU BR 31) The service
availability charges result in a level of CIAC at design capacity consistent
with Rule 25-30.580, F.A.C. The Utility also argued that no substantive
challenge was made to FCRU’s proposed service availability charges. (FCRU BR
32)
JEA
No post-hearing position or
argument was provided in its brief.
ANALYSIS
Pursuant
to Rule 25-30.580(1), F.A.C., the maximum amount of CIAC, net of amortization,
should not exceed 75 percent of the total original cost, net of depreciation,
of the Utility’s facilities and plant when the facilities and plant are at
their designed capacity. Rule 25-30.580(2), F.A.C., provides that the minimum
amount of CIAC should not be less than the percentage of such facilities and
plant that is represented by water transmission and distribution and sewage
collection systems. FCRU indicated that the service availability charges are
designed to result in CIAC maximum levels allowed by the rule. (TR 90) Service
availability charges are one-time charges applicable to new connections, which
allow customers to pay their pro rata share of the facilities and plant costs.
The Utility’s proposed service availability charges are contained in witness
Swain’s direct testimony. (EXH 2, P 20-22; FCRU BR 31; TR 88).
FCRU
proposed a main capacity (or main extension) charge of $3,158 for water and
$4,833 for wastewater to recover a portion of the cost of the Utility’s
transmission and distribution and collection system from future customers. FCRU
proposed plant capacity charges of $752 for water and $1,250 for wastewater to
allow the Utility to recover all or part of FCRU’s capital costs in
construction or expansion of treatment facilities. Although it was not
reflected in FCRU’s position statement, the Utility provided cost justification
for proposed meter installation and service/lateral installation charges. (EXH
2, P 22) The Utility proposed a meter installation charge for water of $285 to
recover the cost of installing the water measuring device at the point of
delivery including materials and labor required. Lastly, FCRU proposed
service/lateral installation charges for water of $610 and wastewater at actual
cost to recover the cost of piping used to connect to customers’ mains.
As
discussed in Issue 11, staff made adjustments to increase UPIS. As a result,
the Utility’s proposed service availability charges result in a contribution
level of 73.38 percent for water at design capacity. For wastewater, the
proposed service availability charges result in a contribution level of 54.69
percent at design capacity. FCRU’s proposed service availability charges are
reasonable and result in contribution levels that are within the guidelines
established in Rule 25-30.580, F.A.C., and should be approved.
The Utility did not initially propose a service availability policy in its tariff. In response to staff’s interrogatory, FCRU provided a service availability policy that indicated developers will install and donate all infrastructure to the Utility and pay such service availability charges. (EXH 42, BSP 66). Staff disagrees with FCRU’s proposed policy. Service availability charges are not applicable when the infrastructure is installed by the developer and contributed to the Utility. Staff recommends the service availability policy should be revised to reflect that the service availability charges are applicable when the Utility installs the infrastructure.
CONCLUSION
Based on the above, the appropriate service availability charges shown on Schedule No. 5 should be approved. The Utility’s proposed service availability policy should be revised to reflect that the charges are appropriate when the Utility installs the facilities. The approved charges and policy should be effective for connections made on or after the stamped approval date on the tariff sheets pursuant to Rule 25-30.475, F.A.C. FCRU should be required to collect its approved service availability charges until authorized to change them by the Commission in a subsequent proceeding.
What are the appropriate initial customer deposits for FCRU?
Approved Type II Stipulation:
The appropriate customer deposits for FCRU should reflect an average of two months service for residential customers with a 5/8 inch x 3/4 inch meter and two times the average customer bill for all other meter sizes.
Should this docket be closed?
Recommendation:
This docket should be closed. (J. Crawford)
Position
of the Parties
FCRU:
Yes.
JEA: No post-hearing position was provided in its brief.
Staff Analysis:
PARTIES’ ARGUMENTS
FCRU
No post-hearing position or
argument was provided in its brief.
JEA
No post-hearing position or
argument was provided in its brief.
ANALYSIS
This docket should be closed.
TERRITORY DESCRIPTION
First Coast Regional Utilities, Inc.
Baker, Duval, and Nassau Counties
Water and Wastewater Service
301 Parcel
A
portion of Sections 28, 31, 32 and 33, Township 2 South, Range 23 East, all of
Sections 4, 5, 6, 7, 8, 9 and 17, and a portion of Sections 3, 10, 15, 16, 18,
19, 20, 21, 28, 29 and 30, Township 3 South, Range 23 East, Duval County,
Florida, together with a portion of Section 36, Township 2 South, Range 22
East, all of Sections 12, 13 and 24, and a portion of Sections 1, 11, 14, 23,
25 and 26, Township 3 South, Range 22 East, Baker County, Florida, together
with a portion of Sections 29, 30 and 31, Township 2 South, Range 23 East,
Nassau County, Florida, being more particularly described as follows:
For a
Point of Reference, commence at the Southwest corner of Section 31, said
Township 2 South, Range 23 East; thence North 00°0 l '21" West, along the
Westerly line of said Section 31, said line also being the dividing line
between said Baker and Nassau counties, a distance of 2,796.10 feet to the
Point of Beginning.
From
said Point of Beginning, thence continue North 00°01'21" West, along the
Westerly lines of said Sections 31 and 30, Township 2 South, Range 23 East, a
distance of 4,344.06 feet to its intersection with the Southeasterly right of
way line of U.S. Highway No. 90 (State Road No. 10), a variable width right of
way as presently established; thence Northeasterly along said Southeasterly
right of way line the following 12 courses: Course 1, thence North 83°43'
11" East, departing said Westerly line, 35.46 feet to the point of
curvature of a curve concave Northwesterly having a radius of 1,465.39 feet;
Course 2, thence Northeasterly along the arc of said curve, through a central
angle of 17°28'30", an arc length of 446.94 feet to the point of tangency
of said curve, said arc being subtended by a chord bearing and distance of
North 74°58'56" East, 445.21 feet; Course 3, thence North 66°14'41"
East, 2,919.19 feet; Course 4, thence South 23°45'19" East, 67.00 feet;
Course 5, thence North 66°14'41" East, 2,423.53 feet to a point lying on
the Westerly line of said Section 29, Township 2 South, Range 23 East; Course
6, thence North 01°03'23" East, along said Westerly line, 73.81 feet;
Course 7, thence North 66°14'41" East, departing said Westerly line, 473.55
feet; Course 8, thence South 23°45'19" East, 24.28 feet; Course 9, thence
North 66°14'41" East, 820.21 feet; Course 10, thence North 23°45'19"
West, 24.28 feet; Course 11, thence North 66°14'41" East, 1,328.45 feet to
the point of curvature of a curve concave Southeasterly having a radius of
1,399.39 feet; Course 12, thence Northeasterly along the arc of said curve,
through a central angle of 12°25'11", an arc length of 303.34 feet to a
point lying on the Westerly line of the Northeast one-quarter of said Section
29, also being the Westerly line of those lands described and recorded in
Official Records Book 1417, page 135, of the Public Records of said Nassau
County, said arc being subtended by a chord bearing and distance of North
72°27'16" East, 302.75 feet; thence South 00°37'00" West, departing
said Southeasterly right of way line and along said Westerly line, 2,636.77
feet to a
point
lying on the Northerly right of way line of CSX Railroad, a variable width
right of way as presently established; thence Westerly along said Northerly
right of way line the following 3 courses: Course 1, thence South
83°25'36" West, departing said Westerly line, 50.82 feet; Course 2, thence
South 02°02'34" West, 50.57 feet; Course 3, thence South 83°25'36"
West, 430.31 feet to a point lying on the Northerly line of the Northeast
one-quarter of the Southwest one-quarter of said Section 29; thence North
89°45'25" West, departing said Northerly right of way line and along said
Northerly line, 891.56 feet to the Northwest corner of said Northeast
one-quarter of the Southwest one-quarter of Section 29; thence South
00°17'37" West, along the Westerly line of said Northeast one-quarter of
the Southwest one-quarter, a distance of 1,369.31 feet to the Northeast corner
of the Southwest one-quarter of said Southwest one-quarter; thence South 89°48'34"
West, along the Northerly line of said Southwest one-quarter of the Southwest
one-quarter of said Section 29, a distance of 1,336.66 feet to the Northwest
corner of said Southwest one-quarter of the Southwest one-quarter; thence South
01°03'23" West, along the Westerly line of said Section 29, a distance of
1,367.61 feet to the Southwest corner of said Section 29; thence North
89°46'35" East, along the Southerly line of said Section 29, a distance of
5,419.51 feet to the Southeast corner thereof; thence North 00°09'35"
East, along the Easterly line of said Section 29, a distance of 2,685.44 feet
to the Southwest corner of the Northwest one-quarter of said Section 28; thence
North 89°51'30" East, along the Southerly line of said Northwest one-quarter,
2,349.72 feet to the Northwest corner of the Southeast onequarter of said
Section 28; thence South 01°00'44" West, along the Westerly line of said
Southeast one-quarter, said line also being the Westerly line of those lands
described and recorded in Official Records Book 9245, page 2273, along the
Westerly line of those lands described and recorded in Official Records Book
9190, page 4192, and the Westerly line of those lands described and recorded in
Official Records Book 12628, page 1025, all of the current Public Records of
said Duval County, a distance of 2,699.45 feet to the Southwest corner of said
Southeast one-quarter; thence North 89°56'32" East, along the Southerly
line of said Section 28, a distance of 990.82 feet to a point lying on the
Northerly limited access right of way line of Interstate No. 10 (State Road No.
8) a variable width limited access right of way per Florida Department of
Transportation Right of Way Map Section 72270-2401; thence Southwesterly along
said Northerly limited access right of way line the following 3 courses: Course
1, thence South 85°45'37" West, departing said Southerly line, 4,434.27
feet to the point of curvature of a curve concave Southerly having a radius of
23,068.31 feet; Course 2, thence Westerly along the arc of said curve, through
a central angle of 06°33'27", an arc length of 2,640.17 feet to the point
of tangency of said curve, said arc being subtended by a chord bearing and
distance of South 82°28'54" West, 2,638.73 feet; Course 3, thence South
79°12'10" West, 3,013.43 feet to its intersection with the line dividing
said Nassau and Duval Counties; thence South 46°06'56" West, departing
said Northerly limited access right of way line and along said dividing line,
4,887.43 feet; thence Due South, departing said dividing line and along the
Westerly line of those lands described and recorded in Official Records Book
18162, page 1115, of the current Public Records of said Duval County, a
distance of 438.28 feet to the Southwesterly corner thereof; thence Easterly
along the Southerly line of said Official Records Book 18162, page 1115, the
following 12 courses: Course 1, thence South 89°08'52" East, 4,708.98
feet; Course 2, thence North 89°59'13" East, 5,245.32 feet; Course 3,
thence South 89°47'34" East, 5,252.38 feet; Course 4, thence North
89°36'51" East, 833.91 feet; Course 5, thence South 29°17'25" East,
198.21 feet; Course 6, thence South 50°34'45" East, 114.79 feet; Course 7,
thence South 38°07'06" East, 849.24 feet to the point of curvature of a
curve concave Northeasterly having a radius of 520.00 feet; Course 8, thence
Southeasterly along the arc of said
curve,
through a central angle of 46°18'27", an arc length of 420.27 feet to the
point of tangency of said curve, said arc being subtended by a chord bearing
and distance of South 61°16'20" East, 408.93 feet; Course 9, thence South
84°25'33" East, 493.91 feet to the point of curvature of a curve concave
Northerly having a radius of 1,000.00 feet; Course 10, thence Easterly along
the arc of said curve, through a central angle of 13°01'31 ", an arc
length of 227.33 feet to the point of tangency of said curve, said arc being
subtended by a chord bearing and distance of North 89°03'42" East, 226.84
feet; Couse 11, thence North 82°32'56" East, 145.54 feet; Couse 12, thence
North 89°27'34" East, 771.07 feet to the Southeasterly corner thereof, said
corner lying on the Westerly right of way line of U.S. Highway No. 301, a
variable width right of way as presently established; thence Southwesterly
along said Westerly right of way line the following 5 courses: Course 1, thence
South 18°55'48" West, 1,785.80 feet; Course 2, thence South 18°55'47"
West, 5,851.81 feet; Course 3, thence South 18°56'27" West, 1,781.26 feet;
Course 4, thence North 71°02'55" West, 32.00 feet; Course 5, thence South
18°57'05" West, 1,024.91 feet to a point lying on the Easterly line of
those lands described and recorded in Official Records Book 10507, page 1524,
of said current Public Records of Duval County; thence North 00°30'52"
East, departing said Westerly right of way line and along said Easterly line,
459.40 feet to a point lying on the Northerly line of said Section 15; thence
North 89°30'18" West, departing said Easterly line and along said
Northerly line, 105.00 feet to the Southeast corner of those lands described
and recorded in Deed Book 144, page 318, of said current Public Records of
Duval County; thence Northerly, Westerly and Southerly along the boundary of
last said lands the following 3 courses: Course 1, thence North 01°10'37"
East, departing said Northerly line of Section 15, a distance of 225.00 feet;
Course 2, thence North 89°30'18" West, 225.00 feet to a point lying on the
Westerly line of said Section 10; Course 3, thence South 01°10'37" West,
along said Westerly line, 225.00 feet to the Southwest corner of said Deed Book
144, page 318, and the Northwest corner of said Section 15; thence South
00°30'52" West, along the Westerly line of said Section 15, a distance of
990.00 feet to the Southwest corner of said Official Records Book 10507, page
1524; thence South 89°30'18" East, along the Southerly line of last said
lands, 153.09 feet to a point lying on said Westerly right of way line of U.S.
Highway No. 301; thence Southwesterly along said Westerly right of way line the
following 9 courses: Course 1, thence South 18°57'05" West, departing said
Southerly line, 4,565.72 feet; Course 2, thence South 71°18'37" East,
32.09 feet; Course 3, thence South 18°48'12" West, 91.40 feet; Course 4,
thence South 19°02'58" West, 1,903.63 feet; Course 5, thence South
18°58'32" West, 854.92 feet; Course 6, thence North 71°01'28" West,
22.00 feet; Course 7, thence South 18°58'00" West, 3,713.49 feet; Course
8, thence South 71°02'00" East, 22.00 feet; Course 9, thence South
18°58'03" West, 238.56 feet to its intersection with the Northerly line of
Lot 11, Section 28, as depicted on Plat of Maxville and Maxville Farms,
recorded in Plat Book 3, page 94, of said current Public Records of Duval
County; thence South 89°56'02" West, departing said Westerly right of way
line, along said Northerly line of Lot 11 and along the Northerly line of Lot
10, said Section 28 of said plat, 1,035.38 feet to the Northwest corner of said
Lot 10; thence South 00°19'39" West, along the Westerly line of said Lot
10, a distance of 1,326.85 feet to the Southwest corner of said Lot 10; thence
South 89°51'06" East, along the Southerly line of said Lot 10, a distance
of 586.01 feet to a point lying on said Westerly right of way line of U.S.
Highway No. 301; thence South 18°58'03" West, departing said Southerly
line and along said Westerly right of way line, 411.90 feet to its intersection
with the Northerly line of Lot 14, Block 67 of said plat; thence North
71°00'26" West, departing said Westerly right of way line, along said
Northerly line of Lot 14 and along the Northerly line of Lots 13 through 11,
said Block 67, a
distance
of 161.05 feet to the Northwest corner of said Lot 11; thence South
18°59'34" West, along the Westerly line of said Lot 11, a distance of
180.00 feet to the Southwest corner of said Lot 11; thence North 71°00'26"
West, along the Southerly line of said Block 67, a distance of 90.00 feet to
the Southwest corner of said Block 67; thence North 18°59'34" East, along
the Westerly line of said Block 67, a distance of 180.00 feet to the Northwest
corner of Lot 9, said Block 67; thence North 71°00'26" West, along the
Easterly prolongation of the Northerly line of Lot 16, Block 68 of said plat,
and along the Northerly line of Lots 16 through 9, said Block 68, a distance of
390.00 feet to the Northwest corner of said Lot 9; thence South 18°59'34"
West, along the Westerly line of said Block 68, a distance of 180.00 feet to the
Southwest corner of said Block 68; thence North 71°00'26" West, along the
Westerly prolongation of the Southerly line of said Block 68, a distance of
30.00 feet to the Southeast corner of Block 69 of said plat; thence South
18°59'36" West, 80.00 feet to the Northeast corner of Block 50 of said
plat; thence South 18°54'10" West, along the Easterly line of said Block
50, a distance of 178.95 feet to the Northeast corner of Lot 14, said Block 50;
thence North 71°05'50" West, along the Northerly line of Lots 14 through
12, said Block 50, a distance of 135.00 feet to the Northwest corner of said
Lot 12; thence South 18°54'10" West, along the Westerly line of said Lot
12 and its Southerly prolongation, 258.34 feet to a point lying on the
Northerly line of Block 49 of said plat; thence South 71°05'50" East,
along said Northerly line and its Easterly prolongation, and along the
Northerly line of Block 48 of said plat, 255.00 feet to the Northwest corner of
Lot 6, said Block 48; thence South 18°54'10" West, along the Westerly line
of said Lot 6, a distance of 178.34 feet to the Southwest corner of said Lot 6;
thence South 71°05'50" East, along the Southerly line of said Lot 6, a
distance of 45.00 feet to the Southeast corner of said Lot 6; thence North
18°54'10" East, along the Easterly line of said Lot 6 and its Northerly
prolongation, and along the Easterly line of Lot 11, Block 51 of said plat,
436.68 feet to the Northeast corner of said Lot 11; thence North 71°05'50"
West, along the Northerly line of said Lot 11, a distance of 45.00 feet to the
Southeast corner of Lot 7, said Block 51; thence North 18°54'10" East,
along the Easterly line of said Lot 7, a distance of 178.77 feet to the
Northeast corner of said Lot 7; thence South 71°00'26" East, along the
Northerly line of said Block 51 and its Easterly prolongation, and along the
Northerly line of Block 52 of said plat, 551.17 feet to a point lying on said
Westerly right of way line of U.S. Highway No. 301; thence South 18°58'03"
West, departing said Northerly line and along said Westerly right of way line,
356.24 feet to its intersection with the Southerly line of said Block 52;
thence North 71°05'50" West, departing said Westerly right of way line and
along said Southerly line and its Westerly prolongation, 280.76 feet to the
Southeast corner of said Block 51; thence South 18°54'10" West, along the
Northerly prolongation of the Easterly line of said Block 48 and along said
Easterly line, 258.34 feet to the Northeast corner of Lot 16, said Block 48;
thence North 71°05'50" West, along the Northerly line of said Lot 16, a
distance of 45.00 feet to the Northwest corner of said Lot 16; thence South
18°54'10" West, along the Westerly line of said Lot 16 and its Southerly
prolongation, 258.34 feet to the Northwest corner of Lot 1, Block 31 of said
plat; thence South 71°05'50" East, along the Northerly line of said Block
31, a distance of 45.00 feet to the Northeast corner of said Block 31; thence
South 18°54'10" West, along the Easterly line of said Block 31, a distance
of 356.69 feet to the Southeast corner of said Block 31; thence North
71°05'50" West, along the Southerly line of said Block 31 and its Westerly
prolongation, 405.37 feet to a point lying on the Easterly line of said Section
29, Township 3 South, Range 23 East; thence North 00°19'41" East, along
said Easterly line, 4,219.23 feet to the corner common to said Sections 20, 21,
28 and 29; thence North 89°51'06" West, along the Northerly line of said
Section
29, a distance of 2,621.91 feet to the Northwest corner of the East one-half of
said Section 29; thence South 00°32'07" West, departing said Northerly
line and along the Westerly line of said East one-half of Section 29, a
distance of 3,956.58 feet to the Southwest corner of Lot 20, Section 29, said
Plat of Maxville and Maxville Farms; thence South 89°57' 47" East, along
the Southerly line of said Lot 20 and along the Southerly line of Lot 19,
Section 29, said plat, a distance of 1,250.59 feet to the Northwest corner of
those lands described and recorded in Official Records Book 17906, page 1508,
of said current Public Records of Duval County; thence South 00°18'53"
West, along the Westerly line of last said lands, 1,071.87 feet to the
Southwest corner thereof, said corner lying on the Northerly right of way line
of County Road No. 228 (Maxville Macclenny Highway), a variable width right of
way as presently established; thence Westerly along said Northerly right of way
line the following 3 courses: Course 1, thence South 86°24'08" West,
2,689.67 feet to the point of curvature of a curve concave Northerly having a
radius of 11,399.16 feet; Course 2, thence Westerly along the arc of said
curve, through a central angle of 03°50'21", an arc length of 763.84 feet
to the point of tangency of said curve, said arc being subtended by a chord
bearing and distance of South 88°19'19" West, 763.70 feet; Course 3,
thence North 89°45'30" West, 2,988.94 feet to its intersection with the
Easterly line of Lot 28, Section 30, said Plat of Maxville and Maxville Farms;
thence North 00°37'29" West, departing said Northerly right of way line
and along said Easterly line, 1,266.06 feet to the Northeast corner of said Lot
28; thence North 89°48'21" West, along the Northerly line of said Lot 28
and Lot 27, said Section 30, a distance of 1,329.53 feet to the Northeast
corner of Lot 26, said Section 30 of said plat; thence North 89°59'50"
West, along the Northerly line of said Lot 26 and Lot 25, said Section 30, and
its Westerly prolongation, a distance of 1,293.71 feet to a point lying on the
Westerly line of said Section 30, also being the line dividing said Baker and
Duval Counties; thence South 00°25'12" West, along said dividing line,
1,197.72 feet to a point lying on the Northeasterly right of way line of said
County Road No. 228; thence Northwesterly along said Northeasterly right of way
line the following 5 courses: Couse 1, thence South 00°27'02" West,
continuing along said dividing line, 10.22 feet to a point on a curve concave
Northeasterly having a radius of 2,814.79 feet; Course 2, thence Northwesterly
departing said diving line and along the arc of said curve, through a central
angle of 29°38'35", an arc length of 1,456.29 feet to the point of
tangency of said curve, said arc being subtended by a chord bearing and
distance of North 62°56'16" West, 1,440.10 feet; Course 3, thence North 48°06'59"
West, 4279.13 feet; Course 4, thence North 48°05'02" West, 1,951.98 feet
to a point on a curve concave Northeasterly having a radius of 1,742.47 feet;
Course 5, thence Northwesterly along the arc of said curve, through a central
angle of 19°23'33", an arc length of 589.77 feet to its intersection with
the Southerly line of said Section 23, said arc being subtended by a chord
bearing and distance of North 38°18'20" West, 586.95 feet; thence North
88°35'30" West, departing said Northerly right of way line and along said
Southerly line, 330.65 feet to the Southwesterly corner of the Easterly
one-quarter of said Section 23; thence North 01°11'40" East, departing
said Southerly line and along the Westerly line of said Easterly one-quarter,
22.27 feet; thence North 48°06'08" West, departing said Westerly line,
758.73 feet to a point on a curve concave Northeasterly having a radius of
3,645.43 feet; thence Northwesterly along the arc of said curve, through a
central angle of 43°58'14", an arc length of 2,797.61 feet to a point on
said curve, said arc being subtended by a chord bearing and distance of North
26°03'11" West, 2,729.46 feet; thence North 04°00'15" West, 7,196.95
feet to the point of curvature of a curve concave Westerly having a radius of
1,345.00 feet; thence Northerly along the arc of said curve, through a central
angle of 29°32'07", an arc length of 693.33 feet to a point on said curve,
said arc being
subtended
by a chord bearing and distance of North 18°46'19" West, 685.68 feet;
thence North 49°13'56" East, 9.19 feet to a point lying on the
Southwesterly right of way line of said County Road No. 228; thence North
40°46'21" West, along said Southwesterly right of way line, 1,001.38 feet
to its intersection with the Westerly prolongation of the Northwesterly line of
Tract 1, as described and recorded in Instrument No. 201600003581, of the
Public Records of said Baker County; thence North 75°50'34" East,
departing said Southwesterly right of way line, along said Westerly
prolongation and along said Northwesterly line, 1,401.89 feet to the point of
curvature of a curve concave Northwesterly having a radius of 1,909.86 feet;
thence Northeasterly, continuing along said Northwesterly line and along the
arc of said curve, through a central angle of 41°38'58", an arc length of
1,388.32 feet to the point of tangency of said curve, said arc being subtended
by a chord bearing and distance of North 55°01'07'' East, 1,357.95 feet; thence
North 34°11'36" East, continuing along said Northwesterly line, 13,246.82 feet
to its intersection with the Southerly limited access right of way line of said
Interstate No. 10; thence North 79°12'10" East, along said Southerly
limited access right of way line, 51.63 feet to the Point of Beginning.
Less and
Except from the above described lands the following:
Less and
Except Parcel A (Revised)
A
portion of Sections 18 and 19, Township 3 South, Range 23 East, Jacksonville,
Duval County, Florida, being more particularly described as follows:
For a
Point of Reference, commence at the Southwest corner of said Section 19; thence
North 00°28'56" East, along the West line of said Section 19, a distance
of 1,000.02 feet to the Point of Beginning.
From
said Point of Beginning, continue North 00°28'56" East, along said West
line of Section 19, a distance of 4,246.29 feet to the Northwesterly corner
thereof; continue North 00°29'20" East, along the West line of said
Section 18, a distance of 4,646.30 feet; thence South 89°40'53" East,
departing said West line, 4,665.72 feet, said line being parallel and 600.00
feet Southerly of the North line of said Section 18; thence South
00°54'39" West, parallel and 616.98 feet Westerly of the East line of said
Section 18, a distance of 4,625.31 feet to a point lying on the South line of
said Section 18; thence South 00°53'22" West, parallel and 616.98 feet
Westerly of the East line of said Section 19, a distance of 682.99 feet; thence
South 89°06'38" East, 616.98 feet to a point lying on the East line of
said Section 19; thence South 00°53'22" West, along said East line, 700.02
feet; thence North 89°06'38" West, departing said East line, 616.98 feet;
thence South 00°53'22" West, parallel and 616.98 feet Westerly of the East
line of said Section 19, a distance of 2,871.05 feet; thence North
89°51'04" West, parallel and 1,000.00 feet Northerly of the South line of
said Section 19, a distance of 4,600.88 feet to the Point of Beginning.
Less and
Except Parcel B
A
portion of Section 20, Township 3 South, Range 23 East, Jacksonville, Duval
County, Florida, being more particularly described as follows:
For a Point
of Reference, begin at the Northwest corner of said Section 20; thence South
00°53'22" West, along the West line of said Section 20, a distance of
1,091.96 feet to the Point of Beginning.
From
said Point of Beginning, thence North 89°38'47" East, departing said West
line, 1,396.84 feet; thence South 73°54'19" East, 624.12 feet; thence
South 69°40'09" East, 1,692.00 feet; thence South 58°49'25" East,
1,913.07 feet to a point lying on the East line of said Section 20; thence
South 00°55'09" West, along said East line, 127.49 feet; thence North
48°44'13" West, departing said East line, 57.82 feet; thence North
58°49'25" West, 1,910.90 feet; thence North 69°40'09" West, 1,678.81
feet; thence North 73°54'19" West, 605.97 feet; thence South
89°38'47" West, 1,384.55 feet to a point lying on the West line of said
Section 20; thence North 00°53'22" East, along said West line, 100.02 feet
to the Point of Beginning.
Less and
Except Parcel C (Revised)
A
portion of Section 21, Township 3 South, Range 23 East, Jacksonville, Duval
County, Florida, being more particularly described as follows:
For a
Point of Reference, commence at the Southwest corner of said Section 21; thence
North 00°55'09" East, along the West line of said Section 21, a distance
of 2,305.48 feet to the Point of Beginning.
From
said Point of Beginning, continue North 00°55'09" East, along said West
line, 127.49 feet; thence South 49°30'26" East, departing said West line,
210.33 feet; thence South 48°44'13" East, 1,989.21 feet; thence North 41°15'47"
East, 85.00 feet; thence South 48°44'13" East, 217.74 feet to the point of
curvature of a curve concave Northeasterly and having a radius of 576.50 feet;
thence Southeasterly, along and around the arc of said curve, through a central
angle of 11°14'16", an arc distance of 113.07 feet to the point of
tangency of said curve, said arc being subtended by a chord bearing and
distance of South 54°21'21" East, 112.89 feet; thence South 59°58'29"
East, 120.84 feet to the point of curvature of a curve concave Northeasterly
and having a radius of 643.90 feet; thence Southeasterly, along and around the
arc of said curve, through a central angle of 11°00'00", an arc distance
of 123.62 feet to the point of tangency of said curve, said arc being subtended
by a chord bearing and distance of South 65°28'29" East, 123.43 feet;
thence South 70°58'29" East, 146.25 feet to a point lying on the
Northwesterly right-of-way line of U.S. Highway No. 301, a 206 foot
right-of-way as presently established; thence South 18°58'00" West, along
said Northwesterly right-of-way line, 397.77 feet; thence North 48°44'13"
West, departing said Northwesterly right-of-way line, 853.10 feet; thence North
41°15'47" East, 57.53 feet; thence North 48°44'13" West, 2,116.98
feet to the Point of Beginning.
Less and
Except Parcel D
A
portion of Sections 13 and 24, Township 3 South, Range 22 East, Baker County,
Florida, being more particularly described as follows:
For a
Point of Reference, commence at the Southeast corner of said Section 24; thence
North 00°28'56" East, along the East line of said Section 24, a distance
of 1,513.79 feet to the Point of Beginning.
From
said Point of Beginning, thence North 89°29'14" West, departing said East
line of Section 24, a distance of 200.14 feet; thence North 00°29'09"
East, a distance of 5,231.52 feet; thence South 89°30'49" East, 199.98
feet to a point lying on the East line of said Section 13; thence South
00°29'20" West, along the East line of said Section 13, a distance of
1,499.07 feet to the Northeast corner of said Section 24; thence South 00°28'
56" East, along said East line of Section 24, a distance of 3,732.53 feet
to the Point of Beginning.
Less and
Except a portion of Sections 19 and 30, Township 3 South, Range 23 East, Duval
County, Florida, being all of Tracts 2 through 15, and Tracts 19 through 24,
and a portion of Tracts 1, 16, 18, and Tracts 29 through, 31, all as depicted
Plat of Maxville and Maxville Farms, recorded in Plat Book 3, page 94 of the
current Public Records of said Duval County, being more particularly described
as follows.
For a
Point of Beginning, commence at the Southwest corner of said Section 19, thence
North 00°28'56" East, along the Westerly line of said Section 19, a
distance of 1,000.02 feet to the Southwest corner of those lands described and
recorded in Official Records Volume 7245, page 898 of said current Public
Records; thence South 89°51'04" East, departing said Westerly line and
along the Southerly line of said Official Records Volume 7245, page 898, a
distance of 4,600.88 feet; thence South 00°54'03" West, departing said
Southerly line, 6,225.09 feet to a point lying on the Northerly right of way
line of Maxville Macclenny Highway, a variable width right of way as presently
established; thence North 89°45'30" West, along said Northerly right of
way line, 1,906.17 feet to a point lying on the Easterly line of Tract 28,
Section 30, said Plat of Maxville and Maxville Farms; thence North
00°37'29" West, departing said Northerly right of way line and along said
Easterly line, 1,266.06 feet to the Northeast corner of said Tract 28; thence
North 89°48'21" West, along the Northerly line of said Tract 28, and along
the Northerly line of Tract 27, said Section 30, a distance of 1,329.53 feet to
the Northeast corner of Tract 26, said Section 30; thence North 89°59'50"
West, along the Northerly line of said Tract 26, and along the Northerly line
of Tract 25, said Section 30, a distance of 1,293.71 feet to point lying on the
Westerly line of said Section 30; thence Northerly along said Westerly line the
following 3 courses: Course 1, thence North 00°28'42" East, 1,318.91 feet
to the Southwest corner of those lands described and recorded in Official
Records Volume 8083, page 2485, of said current Public Records; Course 2,
thence North 00°27'02" East, along the Westerly line of said Official
Records Volume 8083, page 2485, a distance of 1,319.15 feet to the
Northwesterly corner thereof, Course 3, thence continue North 00°27'02"
East, 1,319.77 feet to the Point of Beginning.
Less and
Except any portion lying within the limited access right of way of Interstate
No. 10 (State Road No. 8), a variable width limited access right of way as
presently established.
Less and
Except any portion lying within the right of way of County Road No. 228
(Maxville Macclenny Highway), a variable width right of way as presently
established.
Less and
Except any portion lying within the right of
way of CSX Railroad, a variable width right of way as presently established.
Less and except the sovereign
lands of the State of Florida, if any, associated with Deep Creek.
Containing 11,983.15
acres, more or less.
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
First Coast Regional Utilities, Inc.
pursuant to
Certificate Number 680-W
to provide water service in Baker, Duval, and Nassau Counties in accordance with the provisions of Chapter 367, Florida Statutes, and 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 superseded, suspended, cancelled or revoked by Order of this Commission.
Order Number Date Issued Docket Number Filing Type
* * 20190168-WS Original Certificate
*Order Number and date to be provided at
time of issuance
FLORIDA PUBLIC SERVICE COMMISSION
authorizes
First Coast Regional Utilities, Inc.
pursuant to
Certificate Number 578-S
to provide wastewater service in Baker, Duval, and Nassau Counties in accordance with the provisions of Chapter 367, Florida Statutes, and 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 superseded, suspended, cancelled or revoked by Order of this Commission.
Order Number Date Issued Docket Number Filing Type
* * 20190168-WS Original Certificate
*Order Number and date to be provided at
time of issuance
First
Coast Regional Utilities, Inc. |
|
Schedule No. 1-A |
||
Schedule
of Water Rate Base |
20190168-WS |
|||
Projected
at 80% Capacity |
|
|
|
|
|
Description |
Test Year |
Staff |
Staff |
|
Per |
Adjust- |
Adjusted |
|
|
Utility |
ments |
Test Year |
|
|
|
|
|
|
|
|
|
|
|
1 |
UPIS |
$16,120,000 |
$357,408 |
$16,477,408 |
|
|
|
|
|
2 |
Land and Land Rights |
50,000 |
0 |
50,000 |
|
|
|
|
|
3 |
Accumulated Depreciation |
(1,790,600) |
(31,273) |
(1,821,873) |
|
|
|
|
|
4 |
CIAC |
(9,110,300) |
(1,564) |
(9,111,864) |
|
|
|
|
|
5 |
Amortization of CIAC |
423,735 |
176,296 |
600,031 |
|
|
|
|
|
6 |
Working Capital Allowance |
67,306 |
(30,481) |
36,825 |
|
|
|
|
|
7 |
Rate Base |
$5,760,141 |
$470,386 |
$6,230,527 |
|
|
|
|
|
First
Coast Regional Utilities, Inc. |
|
Schedule No. 1-B |
||
Schedule
of Wastewater Rate Base |
20190168-WS |
|||
Projected
at 80% Capacity |
|
|
|
|
|
Description |
Test Year |
Staff |
Staff |
|
Per |
Adjust- |
Adjusted |
|
|
Utility |
ments |
Test Year |
|
|
|
|
|
|
|
|
|
|
|
1 |
UPIS |
$35,183,750 |
$357,408 |
$35,541,158 |
|
|
|
|
|
2 |
Land and Land Rights |
100,000 |
0 |
100,000 |
|
|
|
|
|
3 |
Accumulated Depreciation |
(4,739,611) |
(31,273) |
(4,770,884) |
|
|
|
|
|
4 |
CIAC |
(14,173,390) |
(2,431) |
(14,175,821) |
|
|
|
|
|
5 |
Amortization of CIAC |
659,227 |
105,221 |
764,448 |
|
|
|
|
|
6 |
Working Capital Allowance |
201,345 |
(126,398) |
74,948 |
|
|
|
|
|
7 |
Rate Base |
$17,231,321 |
$302,527 |
$17,533,848 |
|
|
|
|
|
Schedule No. 1-C |
||||
Adjustments
to Rate Base |
20190168-WS |
|||
Projected
at 80% Capacity |
|
|
|
|
|
|
|
|
|
|
Explanation |
Water |
Wastewater |
|
|
|
|
|
|
|
|
|
|
|
|
UPIS |
|
|
|
|
Increase in Organization
Costs. |
$357,408 |
$357,408 |
|
|
|
|
|
|
|
Accumulated Depreciation |
|
|
|
|
To reflect 80% of UPIS
Adjustment. |
($31,273) |
($31,273) |
|
|
|
|
|
|
|
CIAC |
|
|
|
|
To reflect 80% of CIAC
Adjustment. |
($1,564) |
($2,431) |
|
|
|
|
|
|
|
Accumulated Amortization
of CIAC |
|
|
|
|
To reflect 80% of CIAC
Adjustment. |
$176,296 |
$105,221 |
|
|
|
|
|
|
|
Working Capital |
|
||
|
To reflect one-eighth
O&M expense. |
($30,481) |
($126,398) |
|
|
|
|
|
|
|
|
|
|
Schedule No. 2 |
|
||||||
Capital
Structure |
|
|
|
|
|
20190168-WS |
|
||||
Projected
80% Capacity |
|
|
|
|
|
||||||
|
Description |
Total
Capital |
Specific |
Subtotal |
Prorata |
Capital |
Ratio |
Cost Rate |
Weighted Cost |
|
|
|
Adjust- |
Adjusted |
Adjust- |
Reconciled |
|
||||||
|
ments |
Capital |
ments |
to Rate Base |
|
||||||
|
|
|
|
|
|
|
|
|
|
|
|
Per Utility |
|
|
|
|
|
|
|
|
|
||
1 |
Long-Term Debt |
$0 |
$0 |
$0 |
$0 |
$0 |
0.00% |
5.00% |
0.00% |
|
|
2 |
Short-Term Debt |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
3 |
Preferred Stock |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
4 |
Common Equity |
22,519,463 |
0 |
22,519,463 |
0 |
22,519,463 |
97.95% |
8.12% |
7.95% |
|
|
5 |
Customer Deposits |
472,000 |
0 |
472,000 |
0 |
472,000 |
2.05% |
2.00% |
0.04% |
|
|
6 |
Tax Credits-Zero Cost |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
7 |
Deferred Income Taxes |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
8 |
Total Capital |
$22,991,463 |
$0 |
$22,991,463 |
$0 |
$22,991,463 |
100.00% |
7.99% |
|||
|
|
|
|
|
|
|
|
|
|
|
|
Per Staff |
|
|
|
|
|
|
|
|
|
||
9 |
Long-Term Debt |
$0 |
$22,519,463 |
$22,519,463 |
$414,280 |
$22,933,743 |
97.98% |
5.00% |
4.90% |
|
|
10 |
Short-Term Debt |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
11 |
Preferred Stock |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
12 |
Common Equity |
22,519,463 |
(22,519,463) |
0 |
0 |
0 |
0.00% |
8.12% |
0.00% |
|
|
13 |
Customer Deposits |
472,000 |
0 |
472,000 |
0 |
472,000 |
2.02% |
2.00% |
0.04% |
|
|
14 |
Tax Credits-Zero Cost |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
15 |
Deferred Income Taxes |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|
|
16 |
Total Capital |
$22,991,463 |
$0 |
$22,991,463 |
$414,280 |
$23,405,743 |
100.00% |
4.94% |
|
||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
LOW |
HIGH |
|
|
|
|
|
|
|
RETURN ON
EQUITY |
7.12% |
9.12% |
|
|
|||
|
|
|
|
|
OVERALL RATE
OF RETURN |
4.94% |
4.94% |
|
|
||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Schedule No. 3-A |
||||
Statement
of Water Operations |
|
|
|
20190168-WS |
|||||
80% of Design
Capacity |
|
|
|
|
|||||
|
Description |
Test Year
Per Utility |
|
Staff
Adjust- ments |
Staff
Adjusted Test Year |
Revenue Increase |
Revenue Requirement |
|
|
|
|
||||||||
|
|
||||||||
|
|
|
|
|
|
|
|
|
|
1 |
Operating Revenues: |
$1,566,216 |
|
($346,815) |
$1,219,401 |
($38,602) |
$1,180,799 |
|
|
|
|
|
|
|
|
|
-3.17% |
|
|
|
Operating Expenses |
|
|
|
|
|
|
|
|
2 |
Operation & Maintenance |
$294,600 |
|
0 |
$294,600 |
|
$294,600 |
|
|
|
|
|
|
|
|
|
|
|
|
3 |
Net Depreciation |
324,216 |
|
|
(56,325) |
267,891 |
|
267,891 |
|
|
|
|
|
|
|
|
|
|
|
4 |
Amortization |
2,000 |
|
(2,000) |
0 |
|
0 |
|
|
|
|
|
|
|
|
|
|
|
|
5 |
Taxes Other Than Income |
329,641 |
|
(17,409) |
(312,232) |
(1,737) |
310,495 |
|
|
|
|
|
|
|
|
|
|
|
|
6 |
Income Taxes |
155,480 |
|
|
(155,480) |
0 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
7 |
Total Operating Expense |
$1,105,937 |
|
|
($231,214) |
$874,723 |
($1,737) |
$872,986 |
|
|
|
|
|
|
|
|
|
|
|
8 |
Operating Income |
$460,279 |
|
|
$115,601 |
$344,678 |
($36,864) |
$307,814 |
|
|
|
|
|
|
|
|
|
|
|
9 |
Rate Base |
$5,760,141 |
|
|
|
$6,230,527 |
|
$6,230,527 |
|
|
|
|
|
|
|
|
|
|
|
10 |
Rate of Return |
7.99% |
|
|
|
5.53% |
|
4.94% |
|
|
|
|
|
|
|
|
|
|
|
|
|
Schedule No. 3-B |
|||||
Statement
of Wastewater Operations |
20190168-WS |
||||||
80% of
Design Capacity |
|
|
|||||
|
Description |
Test Year
Per Utility |
Staff
Adjust- ments |
Staff
Adjusted Test Year |
Revenue Increase |
Revenue Requirement |
|
|
|
||||||
|
|
||||||
|
|
|
|
|
|
|
|
1 |
Operating Revenues: |
$4,249,079 |
($1,037,488) |
$3,211,591 |
($82,724) |
$3,128,867 |
|
|
-2.58% |
|
|||||
|
Operating Expenses |
|
|||||
2 |
Operation & Maintenance |
$599,580 |
$0 |
$599,580 |
$599,580 |
|
|
|
|
||||||
3 |
Net Depreciation |
1,063,762 |
(81,773) |
981,989 |
981,989 |
|
|
|
|
||||||
4 |
Amortization |
2,000 |
(2,000) |
0 |
0 |
|
|
|
|
||||||
5 |
Taxes Other Than Income |
741,709 |
(56,932) |
684,777 |
(3,723) |
681,054 |
|
|
|
||||||
6 |
Income Taxes |
465,115 |
(465,115) |
0 |
0 |
0 |
|
|
|
||||||
7 |
Total Operating Expense |
$2,872,166 |
($605,821) |
$2,266,345 |
($3,723) |
$2,262,623 |
|
|
|
||||||
8 |
Operating Income |
$1,376,913 |
$431,667 |
$945,246 |
($79,001) |
$866,245 |
|
|
|
||||||
9 |
Rate Base |
$17,231,321 |
$17,533,848 |
$17,533,848 |
|
||
|
|
||||||
10 |
Rate of Return |
7.99% |
5.39% |
4.94% |
|
||
|
|
|
|
|
|
|
|
Schedule No. 3-C |
||||
Adjustments
to Operating Income |
20190168-WS |
|||
Projected
at 80% Capacity |
|
|
|
|
|
|
|
|
|
|
Explanation |
Water |
Wastewater |
|
|
|
|
|
|
|
|
|
|
|
|
Operating Revenues |
|
|
|
|
To reflect Utility’s
revised Operating Revenues. |
($346,815) |
($1,037,488) |
|
|
|
|
|
|
|
Net Depreciation Expense
|
|
|
|
|
To reclassify CIAC
amortization expense to depreciation expense. |
$2,000 |
$2,000 |
|
|
To reflect 80% of UPIS. |
8,935 |
8,935 |
|
|
To reflect 80% of CIAC. |
(67,260) |
(92,709) |
|
|
Total |
($56,325) |
($81,773) |
|
|
|
|
|
|
|
Amortization-Other
Expense |
|
|
|
|
To reclassify CIAC
amortization expense to depreciation expense. |
($2,000) |
($2,000) |
|
|
|
|
|
|
|
Taxes Other Than Income |
|
|
|
|
Corresponding RAF
adjustments for above revenue adjustments. |
($15,607) |
($46,687) |
|
|
To reflect a decrease in
property taxes |
(1,802) |
(10,246) |
|
|
Total |
($17,409) |
($56,932) |
|
|
|
|||
|
|
|
|
|
FIRST COAST
REGIONAL UTILITIES, INC. |
|
SCHEDULE NO. 4-A |
MONTHLY
WATER RATES |
DOCKET NO. 20190168-WS |
|
|
|
|
|
UTILITY |
STAFF |
REQUESTED |
RECOMMENDED |
|
RATES |
RATES |
|
|
|
|
Residential
Service |
|
|
Base Facility Charge |
$31.75 |
$30.72 |
|
|
|
Gallonage Charge |
|
p |
0- 3,000 gallons |
$1.55 |
$1.19 |
3,000 – 10,000 gallons |
$2.33 |
$1.78 |
Over 10,000 gallons |
$4.66 |
$3.56 |
|
|
|
General Service |
|
|
Base Facility Charge by
Meter Size |
|
|
5/8" x
3/4" |
$31.75 |
$30.72 |
3/4" |
$47.63 |
$46.08 |
1" |
$79.38 |
$76.80 |
1-1/2"
Turbine |
$158.75 |
$153.60 |
2" Turbine |
$254.00 |
$245.76 |
3" Turbine |
$555.63 |
$537.60 |
|
|
|
Charge per
1,000 gallons - General Service |
$1.58 |
$1.53 |
|
|
|
Typical
Residential 5/8" x 3/4" Meter Bill Comparison |
|
|
3,000 Gallons |
$36.40 |
$34.29 |
6,000 Gallons |
$43.39 |
$39.63 |
10,000 Gallons |
$52.71 |
$46.75 |
|
|
|
FIRST COAST
REGIONAL UTILITIES, INC. |
|
SCHEDULE NO. 4-B |
MONTHLY
WASTEWATER RATES |
DOCKET NO. 20190168-WS |
|
|
|
|
|
UTILITY |
STAFF |
REQUESTED |
RECOMMENDED |
|
RATES |
RATES |
|
|
|
|
Residential Service |
|
|
Base Facility Charge- All
Meter Sizes |
$84.35 |
$82.13 |
|
|
|
Charge per 1,000 gallons-
Residential |
$5.09 |
$4.96 |
10,000 gallon cap |
|
|
|
|
|
General Service |
|
|
Base Facility Charge by
Meter Size |
|
|
5/8" x
3/4" |
$84.35 |
$82.13 |
3/4" |
$126.53 |
$123.20 |
1" |
$210.88 |
$205.33 |
1-1/2"
Turbine |
$421.75 |
$410.65 |
2" Turbine |
$674.80 |
$657.04 |
3" Turbine |
$1,476.13 |
$1,437.28 |
|
|
|
Charge per
1,000 gallons - General Service |
$6.10 |
$5.95 |
|
|
|
Reclaimed Water |
|
|
Charge Per
1,000 gallons |
$0.50 |
$0.50 |
|
|
|
Typical
Residential 5/8" x 3/4" Meter Bill Comparison |
|
|
3,000 Gallons |
$99.62 |
$97.01 |
6,000 Gallons |
$114.89 |
$111.89 |
10,000 Gallons |
$135.25 |
$131.73 |
|
|
|
FIRST COAST REGIONAL UTILITIES, INC. |
SCHEDULE NO. 5 |
||
Service
Availability Charges |
DOCKET NO.
20190168-WS |
||
|
|
|
|
Water |
|||
Main
Extension Charge |
|
|
|
Residential per ERC (270 GPD) |
|
$3,158.00 |
|
All others per gallon |
|
$11.70 |
|
|
|
|
|
Meter Installation Charge |
|
|
|
5/8”
x 3/4” |
|
$285.00 |
|
All other meter sizes |
|
Actual Cost |
|
|
|
|
|
Plant
Capacity Charge |
|
|
|
Residential per ERC (270 GPD) |
|
$752.00 |
|
All others per gallon |
|
$2.79 |
|
|
|
|
|
Service Installation |
|
$610.00 |
|
|
|
|
|
|
|
|
|
Wastewater |
|||
|
|
|
|
Main
Extension Charge |
|
|
|
Residential per ERC (216 GPD) |
|
$4,833.00 |
|
All others per gallon |
|
$22.38 |
|
|
|
|
|
Plant
Capacity Charge |
|
|
|
Residential per ERC (216 GPD) |
|
$1,250.00 |
|
All others per gallon |
|
$5.79 |
|
|
|
|
|
Lateral Installation |
|
Actual Cost |
|
[1] 301 Capital is the sole shareholder of FCRU and is the developer of the proposed service area. (EXH 5, P 9)
[2] See also City of Oviedo v. Clark, 699 So. 2d 316 (Fla. 1st DCA 1997) (the Commission’s decision granting a territorial amendment was upheld in spite of the Commission’s conclusion that the proposed amendment would be inconsistent with the City of Oviedo’s comp plan, which favored the city as provider of wastewater service within the city limits; the statute only required the Commission to consider the plan and expressly granted the Commission discretion in deciding whether to defer to the plan, and the Commission considered the plan).
[3] Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by East Central Florida Services, Inc., p.25.
[4] Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by y East Central Florida Services, Inc.
[5] Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by East Central Florida Services, Inc., p. 22. See also Order No. PSC-2004-0980-FOF-WU, issued October 8, 2004, in Docket No. 20021256-WU, In re: Application for certificate to provide water service in Volusia and Brevard Counties by Farmton Water Resources, LLC., pp. 17-20.
[6] Order
No. 22847, issued April 23, 1990, in Docket No. 19890459-WU, In re: Objection to notice of Conrock
Utility Company of intent to apply for a water certification Hernando County.
[7] Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by East Central Florida Services, Inc. See also Order No. PSC-2004-0980-FOF-WU, issued October 8, 2004, in Docket No. 20021256-WU, In re: Application for certificate to provide water service in Volusia and Brevard Counties by Farmton Water Resources LLC.
[8] Order Nos. PSC-2020-0059-PAA-WS, issued February 24, 2020, in Docket No. 20190147-WS, In re: Application for certificates to provide water and wastewater service in Brevard County by River Grove Utilities, Inc., p. 3; PSC-17-0059-PAA-WS, issued February 24, 2017, in Docket No. 20160220-WS, In re: Application for original water and wastewater certificates in Sumter County, by South Sumter Utility Company, LLC.,. p. 4; PSC-13-0484-FOF-WS, issued October 15, 2013, in Docket No. 20130105-WS, In re: Application for certificates to provide water and wastewater service in Hendry and Collier Counties, by Consolidated Services of Hendry & Collier, LLC., p.3.
[9] See Order No. PSC-2008-0243-FOF-WS, issued April 16, 2008, in Docket No. 20070109-WS, In re: Application for amendment of Certificates 611-W and 527-S to extend water and wastewater service areas to include certain land in Charlotte County by Sun River Utilities, Inc. (f/k/a MSM Utilities, LLC), pp. 11-13; Order No. PSC-2004-0980-FOF-WU, issued October 8, 2004, in Docket No. 20021256-WU, In re: Application for certificate to provide water service in Volusia and Brevard Counties by Farmton Water Resources LLC, p. 26; Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by East Central Florida Services, Inc., pp. 33-34.
[10] Order No. PSC-92-0104-FOF-WU, issued March 27, 1992, in Docket No. 19910114-WU, In re: Application for water certificate in Brevard, Orange and Osceola Counties by East Central Florida Services, Inc.; Order No. PSC-2004-0980-FOF-WU, issued October 8, 2004, in Docket No. 20021256-WU, In re: Application for certificate to provide water service in Volusia and Brevard Counties by Farmton Water Resources LLC.
[11] Order No. PSC-2018-0271-PAA-WS, issued May 30, 2018, in Docket No. 20160220-WS, In re: Application for original water and wastewater certificates in Sumter County, by South Sumter Utility Company, LLC., p. 4.
[12] Order
No. PSC-2018-0271-PAA-WS, issued May 30, 2018, in Docket No. 20160220-WS, In re: Application for original water and
wastewater certificates in Sumter County, by South Sumter Utility Company, LLC.,
p. 4.
[13] Order No. PSC-2020-0059-PAA-WS, issued February 24. 2020, in Docket No. 20190147-WS, In re: Application for certificates to provide water and wastewater service in Brevard County by River Grove Utilities, Inc.
[14] Order No. PSC-2018-0271-PAA-WS, issued May 30, 2018, in Docket No. 20160220-WS, In re: Application for original certificates in Sumter County, by South Sumter Utility Company, LLC.
[15] Order No. PSC-2020-0118-PAA-WS, issued April 20, 2020, in Docket No. 20190071-WS, In re: Application for staff-assisted rate case in Polk County by Deer Creek RV Golf & Country Club, Inc.
[16] Order No. PSC-2017-0459-PAA-WS, issued November 30, 2017, in Docket No. 20160176-WS, In re: Application for staff-assisted rate case in Polk County by Four Lakes Golf Club, Ltd.
[17] Order Nos. PSC-15-0233-PAA-WS, issued June 3, 2015, in Docket No. 20140060-WS, In re: Application for increase in water and wastewater rates in Seminole County by Sanlando Utilities Corporation; PSC-09-0393-TRF-SU, issued June 2, 2009, in Docket No. 20080712-SU In re: Application for approval of new class of service for reuse water service in Martin County by Indiantown Company, Inc.; and PSC-09-0651-PAA-SU, issued September 28, 2009, in Docket No. 20090121-SU, In re: Application for limited proceeding rate increase in Seminole County by Alafaya Utilities, Inc.