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State of Florida
Public Service
Commission
Capital Circle Office Center 2540 Shumard
Oak Boulevard
Tallahassee, Florida 32399-0850
-M-E-M-O-R-A-N-D-U-M-
DATE: |
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TO: |
Director, Division of the Commission Clerk & Administrative Services (Bayó) |
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FROM: |
Office of the General Counsel (Jaeger) |
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RE: |
Docket No. 030444-WS – Application for rate increase in Bay County by Bayside Utility Services, Inc. |
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AGENDA: |
08/03/04 – Regular Agenda – Proposed Agency Action Except for Issues 21 and 22 – Interested Persons May Participate |
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5-Month Effective Date (PAA Rate Case): Extended Through 08/03/04 |
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SPECIAL INSTRUCTIONS: |
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FILE NAME AND LOCATION: |
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Table of Contents
Issue Description Page No
- Case Background...................................................................................................... 4
1 Quality of Service (Redemann)................................................................................... 5
Rate Base
2 Pro Forma Plant Additions (Fletcher, Redemann)....................................................... 9
3 Uncontested Rate Base Adjustments (Fletcher)........................................................ 11
4 Allocation Adjustments (Fletcher)............................................................................ 13
5 Used and Useful Distribution and Collection Systems (Redemann)............................ 15
6 Appropriate Working Capital (Fletcher).................................................................. 16
7 Appropriate Rate Base (Fletcher)........................................................................... 16
Cost of Capital
8 Weighted Cost of Capital (Fletcher)......................................................................... 17
Net Operating Income
9 Salaries and Benefits (Fletcher)................................................................................ 18
10 Uncontested Expense Adjustments (Fletcher)........................................................... 19
11 Unaccounted for Water (Redemann)........................................................................ 20
12 Material and Supplies Expenses (Fletcher, Redemann)............................................. 21
13 Bad Debt Expenses (Fletcher)................................................................................. 21
14 Rate Case Expense (Fletcher).................................................................................. 22
15 Test Year Operating Income (Fletcher).................................................................... 24
Revenue Requirement
16 Appropriate Revenue Requirement (Fletcher)........................................................... 24
Rates and Rate Structure
17 Water and Wastewater Rate Structures (Bruce, Fletcher)......................................... 25
18 Repression Adjustments (Lingo)............................................................................... 27
19 Water and Wastewater Monthly Service Rates (Fletcher, Bruce, Lingo)................... 28
20 Interim Refund (Fletcher)......................................................................................... 29
21 Four-Year Rate Reduction (Fletcher)....................................................................... 30
Issue Description Page No
Other Issues
22 Proof of Adjustments Requirement (Fletcher) .......................................................... 31
23 Close Docket (Fletcher, Jaeger)............................................................................... 31
Sch No Accounting and Rate Schedules Page No
1-A Water Rate Base..................................................................................................... 32
1-B Wastewater Rate Base............................................................................................ 33
1-C Adjustments to Rate Base........................................................................................ 34
2-A Capital Structure...................................................................................................... 35
2-B Adjustments to Capital Structure ............................................................................. 36
3-A Water Operating Statement...................................................................................... 37
3-B Wastewater Operating Statement ............................................................................ 38
3-C Adjustments to Operating Statement........................................................................ 39
4-A Water Rates............................................................................................................ 40
4-B Wastewater Rates................................................................................................... 41
Case Background
Bayside Utility Services, Inc. (Bayside or utility) is a class C water and wastewater utility currently serving approximately 283 residential customers and 4 general service customers. Bayside is a reseller utility purchasing water and wastewater service from the City of Panama City Beach and, as such, is considered non-jurisdictional by the Northwest Florida Water Management District. The utility provides service to the Bayside Mobile Home Park and has been providing wastewater service since 1973.
By Order No. PSC-98-1269-FOF-WS, issued September 24, 1998, in Docket No. 971401-WS, In re: Application for staff-assisted rate case in Bay County by Bayside Utilities, Inc., the Commission approved a rate increase based on a historical test year ended December 31, 1997. By Order No. PSC-99-1818-PAA-WS, issued September 20, 1999, in Docket No. 981403-WS, In re: Application for transfer of Certificates Nos. 469-W and 358-S in Bay County from Bayside Utilities, Inc. to Bayside Utility Services, Inc., the Commission approved the certificate transfer to Bayside Utility Services, Inc. Bayside is a wholly-owned subsidiary of Utilities, Inc. (UI)
On November 17, 2003, the utility filed for approval of final and interim rate increases, pursuant to Sections 367.081 and 367.082, Florida Statutes (F.S.). The information submitted did not satisfy the minimum filing requirements (MFRs) for a general rate increase. Subsequently, on February 17, 2004, the utility satisfied the MFRs and this date was designated as the official filing date, pursuant to Section 367.083, F.S. This utility has requested that the Commission process this case under the Proposed Agency Action (PAA) procedure.
The test year for interim and final purposes is the historical test year ended December 31, 2002. Bayside has requested interim water and wastewater revenues of $120,894 and $153,427, respectively. The interim revenue request represents an increase of $55,000 (or 83.47%) for water and $60,814 (or 65.66%) for wastewater. The utility has requested final water and wastewater revenues of $147,563 and $174,060, respectively. This represents an increase of $81,669 (or 123.94%) for water and $81,447 (or 87.94%) for wastewater.
By Order No. PSC-04-0414-PCO-WS, issued April 22, 2004, in this docket, the Commission approved an interim revenue increase of $42,547 (or 64.57%) for water and $51,145 (or 55.22%) for wastewater.
By letter dated May 27, 2004, the utility extended the five-month statutory deadline for the Commission to vote on the utility’s requested final rates to August 3, 2004. This recommendation addresses the revenue requirement and rates that should be approved on a prospective basis. The Commission has jurisdiction pursuant to Sections 367.081 and 367.082, F.S.
Discussion of Issues
Staff Analysis: Pursuant to Rule 25-30.433(1), Florida Administrative Code (F.A.C.), in every water and wastewater rate case, the Commission shall determine the overall quality of service provided by a utility by evaluating three separate components of water and wastewater operations. These components are: (1) the quality of the utility's product; (2) the operating conditions of the utility's plant and facilities; and (3) the utility's attempt to address customers’ satisfaction. The rule further states that sanitary surveys, outstanding citations, violations, and consent orders on file with the Department of Environmental Protection (DEP) and the County Health Department over the preceding three-year period shall be considered, along with input from the DEP and health department officials and consideration of customer comments or complaints. Staff's analysis addresses each of these three components.
Quality of Utility’s Product
The utility purchases water and wastewater service from the City of Panama City Beach (the City) and resells that service to its 287 connections in Bay County. Bayside has neither a water treatment plant nor a wastewater treatment plant. The City must comply with standards set by the Environmental Protection Agency (EPA) and enforced by the Florida Department of Environmental Protection (DEP). The DEP has no citations pending against the City for the water system, but a corrective order has been issued against the wastewater system. The City is required to stop discharging effluent into West Bay. According to the DEP, the City is making progress towards `correcting the effluent disposal problem. Water service provided to Bayside meets or exceeds all quality standards for safe drinking water.
Since the water service provided by the City is meeting or exceeding the required standards, the quality of the utility's water product is considered satisfactory. While the municipality’s effluent disposal does not meet the DEP criteria, Bayside can not be held accountable for the effluent disposal problem. Therefore, the quality of the utility’s wastewater product is considered satisfactory.
Operational Conditions at the Plant
Since there is neither a water treatment plant nor a wastewater treatment plant, the issue of operational conditions at the plant is moot. However, after reviewing the amount of water purchased versus the amount of water sold, staff believes that the utility has an unacceptable amount of unaccounted-for water. Historically, an unaccounted for water percentage of 10% has been acceptable to the PSC. Bayside’s unaccounted for water is 14.54%, which exceeds the 10% threshold by 4.54% for the test year. This is addressed in more detail in Issue 11 of the recommendation.
Utility’s Attempt to Address Customer Satisfaction
Customer meetings were held during the afternoon and evening of April 15, 2004, at the Panama City Beach Senior Center in Panama City Beach. Attending the 4:00 p.m. meeting was the former owner/manager of the utility. Also, in attendance was the president of the homeowner's association, and one other homeowner. The former owner/manager of the utility discussed numerous issues and concerns with staff. Staff discussed the issues during the course of this meeting. The major issues related to:
1. Numerous back-ups of wastewater that spill and saturate the ground under and around mobile homes in the park.
2. Numerous water outages with the whole park being shut down for repairs.
3. Delayed reaction time to accomplish repairs due to the operator’s base of operation being 40 miles away, and the time it takes to get him to the site and make the repair.
4. Difficulty in contacting anyone in the Altamonte Springs office for any reason.
5. The perception that maintenance was non-existent and comments that the emergency light on the middle lift station had been on for three days.
At the evening meeting, approximately 73 customers were present. The former owner/manager spoke first and advised those in attendance of the issues discussed with staff in the earlier meeting. After this presentation, 20 other customers came forward with comments and concerns. Three customers in attendance declined to address specific points, but stated they supported issues discussed during previous comments. The issues discussed were lack of maintenance, no preventative maintenance, sewage spills, slow reaction time to emergencies, frequent leaks, hired maintenance person not making repairs himself, and out-sourcing the work for repairs.
With respect to the customers that have experienced problems with sewage back-ups, staff recognizes that this problem has existed during the past two rate cases, and continues today. The former manager believes that the back-up problems experienced by the customers is due to only one pump in the middle lift station.
By Order No. PSC-98-1269-FOF-WS, p. 4, the Commission found:
Concerning those customers that have experienced problems with sewage back-ups, it is difficult to determine if the backup problems are due to lift station malfunctions or clogs in the laterals. Should the problem be with the lift stations, the problem appears to have been corrected with recent upgrades (central lift station now has dual pumps)…
By letters dated May 6, 2004 and June 14, 2004, Bayside provided a response to the comments presented at the customer meeting. The utility stated that the former owner agreed to install a second pump at the Middle Lift Station at the time of the 1998 staff-assisted rate case, but the pump was never installed. Subsequently, the prior owner agreed to install the second pump and electrical controls in coordination with the development of 75 trailer sites in Bayside’s service area. The DEP specifically required that the pump be installed as a condition to the wastewater construction permit issued by the DEP for the 75-unit development. The utility states that, to date, the previous owner has not initiated construction, and DEP has not required Bayside to modify the lift station ahead of the development activity.
Staff did observe that the emergency light at the middle lift station was on the day after the customer meeting. These lights are the primary indicator of a malfunction, and alerts the utility and the general public of any and all problems before a possible health hazard occurs.
The utility states that the water and wastewater facilities are visited each business day by utility staff, and the utility’s operations staff makes every effort to respond promptly to emergencies and effectuate repairs as soon as possible after being notified. The typical daily workload and small frequency of emergency repairs is insufficient to justify a staff person on a continuous basis during the workday.
Staff notes that the service area is primarily a mobile home park that was built in the late 1960's to early 1970's. The original construction of the wastewater collection system consisted of four-inch lines which were used as service laterals that includes up to five homes before reaching the utility's collection main. During the late 1960's and early 1970's, most mobile homes were single-wide trailers that were typically eight, ten and twelve feet in width. However, today the smallest single-wide is typically twelve feet in width and most residences are now double-wide mobile homes.
As observed in the utility’s last rate case, tree roots and other encumbrances periodically clog the wastewater laterals serving these homes which require the lines to be cleared of obstructions. It appears from customer testimony, that when this happens, a dispute occurs between the customer and the utility as to who is responsible. The utility contends that in each case, a licensed plumber is called by the customer to make the repair. If the plumber determines that the clog is located beyond the customer's property, the utility will reimburse the plumber’s charges.
In its MFRs, the utility stated it had 8 repairs to mains and associated plant and 24 incidents requiring sewer cleaning of obstructions involving the wastewater system. For the water system there were 15 repairs to services and 8 repairs to main breaks. The utility states that the work was required to bring the system to a higher level of operation.
With respect to customer service in the Altamonte Springs office, the utility stated that its customer service representatives are available throughout the business day in the Altamonte Springs office to address customer issues. After normal business hours, calls are forwarded to an answering service. The answering service routinely contacts the operations dispatcher as needed to relay after-hours problems to field staff.
Staff believes that the quality of customer satisfaction for drinking water and domestic wastewater service appears to be marginal. On May 24, 2004, staff had an informal meeting with the utility and the Office of Public Counsel. The purpose of the meeting was to discuss where the responsibility for sewer lines begins and ends and the utility’s request for pro forma plant projects. To follow up on the meeting, the utility was to advise staff on where the utility thought its responsibility for the sewer laterals end and also any improvements the utility was going to make to the wastewater collection system in order to improve the quality of wastewater service.
While staff considers the quality of service to be marginal at this time, staff believes that the utility is taking appropriate action to improve the quality of service. The utility has requested pro forma plant improvements to improve the quality of service, which is discussed in more detail in Issue 2. Due to the numerous problems with the original construction of the collection system, staff also recommends that the utility should file a plan of improvement for the wastewater collection system within 120 days of the consummating order finalizing the initial PAA order for this docket.
Staff Analysis: In its filing, the utility requested recovery of the following pro forma plant projects.
Project |
Water |
Wastewater |
Automatic Meter Reading Equipment |
$55,000 |
|
Water Main Improvements |
25,000 |
|
Lift Station Improvements |
- |
$25,000 |
Gravity Main Improvements |
- |
25,000 |
Total |
$80,000 |
$50,000 |
Bayside has rescheduled the automatic meter reading project for completion in 2006. Staff believes that the installation of automatic meter reading equipment is not needed at this time for Bayside’s customers because this utility only has 287 customers. Also, staff believes that more pressing improvements need to be made before automatic meter reading equipment is considered.
In addition, the utility provided vendor estimates totaling $22,800 for its lift station improvements project and stated that the estimated completion date is December 31, 2004. The purpose of this project is to rehabilitate Bayside’s three existing lift stations. This project includes, but is not limited to, installing pumps, pipes, and valves, and replacing electrical components. Staff has reviewed vendor estimates provided by the utility and believes these improvements are necessary to insure the proper operation of these lift stations. With a 10% allowance for administrative and general (A&G) overheads, staff recommends that the utility’s requested $25,000 pro forma amount for this project is reasonable. Staff also recommends that these improvements should be completed within 90 days of the consummating order finalizing the initial PAA order for this docket. Since A&G overheads are normal costs incurred as a part of the construction process, staff also believes that a multiplier for A&G overheads in the amount of 10% should be allowed.
At present, Bayside has not provided any supporting documentation for the water main and wastewater gravity main improvements projects. The proposed water main improvements involve installing isolation valves and loop connections. Bayside stated that the existing distribution system lacks sufficient valves and that these improvements will reduce the impact of maintenance activities to the customers. The proposed gravity main improvements involve reshaping the manhole invert channels and grouting the interior of the manholes. The utility stated that these improvements will allow proper flow velocity through each manhole, reduce the frequency of sewer blockages due to grease and sediment accumulation, reduce groundwater infiltration, and protect the ground surface from sinking. Staff believes that both of these projects are necessary and would improve the quality of service to the customers. The utility has provided no support for these projects and even commented that the costs could be higher than those included as pro forma adjustments in its MFRs. As such, staff does not believe it is appropriate to include these projects at this time.
Thus, staff recommends that the appropriate amount of pro forma plant that should be included for PAA rates at this time is $25,000 for the lift station improvements. As a result, staff recommends that pro forma plant should be reduced by $80,000 for water and $25,000 for wastewater. Corresponding adjustments should be made to reduce both accumulated depreciation and depreciation expense by $4,248 for water and $556 for wastewater. Also, corresponding adjustments should be made to reduce property taxes by $34 for water and $6 for wastewater.
Further, staff recommends that the utility be required to complete the water main and wastewater gravity main improvements projects within 180 days of the consummating order finalizing the initial PAA order for this docket. Upon the completion of these projects, the utility should submit supporting documentation reflecting the actual costs and prudence associated with these projects. Staff will review this information and file another recommendation addressing whether a Phase II rate increase should be considered.
Issue 3: Are there any rate base adjustments that should be made as a result of staff’s audit?
Audit Adjustments |
Water |
Wastewater |
1. Prior Order Commission Adjustments – Exceptions Nos. 1,5, and 7 |
|
|
Decrease Plant |
($8,350) |
|
Increase Plant |
|
$8,162 |
Increase Accumulated Depreciation |
7,528 |
49,260 |
Increase Accumulated Amortization of CIAC |
4,317 |
0 |
2. Remove Acquisition Related Costs – Exception No. 2 |
|
|
Decrease Plant |
($39,365) |
($18,798) |
Decrease Accumulated Depreciation |
(2,569) |
(1,639) |
Decrease Depreciation Expense |
(984) |
(514) |
3. Misclassified Plant and Expenses – Exception No. 3 |
|
|
Decrease Plant |
($3,215) |
($1,548) |
Decrease Accumulated Depreciation |
(70) |
(43) |
Decrease Depreciation Expense |
(70) |
(43) |
4. Adjustments for Common Plant Allocations – Exception No. 4 |
|
|
Decrease Plant |
($2,052) |
|
Decrease Accumulated Depreciation |
(1,001) |
|
Decrease Depreciation Expense |
(440) |
|
Increase Plant |
|
$6,134 |
Increase Accumulated Depreciation |
|
1,001 |
Increase Depreciation Expense |
|
440 |
Audit Adjustments |
Water |
Wastewater |
5. Correcting Depreciation Rates – Exception No. 6 |
|
|
Increase Accumulated Depreciation |
|
$14,474 |
Increase Depreciation Expense |
|
6,162 |
Third, excess liability insurance is allocated based on number of miles of sewer mains, gallons of water sold, and operator’s salary. In response to Staff’s Second Data Request, Bayside stated that WSC incorrectly reflected gallons sold on 2001 data and that the correct gallons sold for 2002 is 11,661,000 as shown on MFR Schedule F-1. Regarding operator salaries, staff notes that WSC excluded operators’ salaries for three utilities acquired after June 30, 2002. Staff believes it would create a mismatch if the salaries for the additional three utilities were not considered in the allocation process.
Fourth, WSC allocates worker’s compensation insurance based on operator salaries only. This insurance also applies to office employees. Staff believes it is appropriate to allocate this insurance based on operator and office salaries.
Staff Analysis: Rule 25-30.433(2), F.A.C., requires that Class B utilities use the formula method, or one-eighth of O&M expenses, to calculate the working capital allowance. The utility has properly filed its allowance for working capital using the formula method. Staff has recommended several adjustments to the utility’s O&M expenses. Due to the adjustments recommended in other issues, staff recommends that working capital of $10,019 and $10,787 should be approved for water and wastewater, respectively. This reflects a decrease of $1,754 to the utility’s requested working capital allowance of $11,773 for water and a decrease of $2,611 from the utility’s requested allowance of $13,398 for wastewater.
Staff Analysis: Consistent with other recommended adjustments, the appropriate simple average rate base for the test year ending December 31, 2002 is $66,672 for water and $194,663 for wastewater. Staff recommended water and wastewater rate bases are shown on Schedules Nos. 1-A and 1-B, respectively. The adjustments are shown on Schedule No. 1-C.
Recommendation: Yes. To reflect current staffing levels, employee salaries should be reduced by $9,589 for both water and wastewater. Corresponding adjustments should also be made to reduce pensions and benefits by $3,652 for both water and wastewater. Further, corresponding adjustments should be made to reduce payroll taxes by $734 for both water and wastewater. (Fletcher)
Staff Analysis: In its MFRs, the utility reflected adjusted employee salaries of $22,618 for water and $20,985 for wastewater. The requested expense reflects a 3% salary increase for 2003. In its analysis, staff requested the utility to explain why direct operator salaries increased $23,889 (or 178%) collectively for both water and wastewater from 2001 to 2002. Bayside stated that the increase related to one operator changing from part-time to full-time employment, as well as the addition of another full-time operator in 2002.
Upon review of the utility’s supporting documentation, staff discovered that the utility’s 2002 salaries included amounts of four employees who have been replaced. Further, in 2003, there were four additional employees of Bayside which did not have any salaries in the 2002 test year. Also, one employee did not spend any time on Bayside in 2003 even though a portion of his salary was attributable to the utility in 2002. With the known changes in staffing, staff believes corresponding direct operator salaries should also be changed to the 2003 levels. Further, by using the 2003 salary levels, the utility’s 3% salary increase for 2003 direct operators salaries should be removed as well.
According to the utility’s 2003 staffing information, there are seven employees that spend a small portion of their hours on Bayside. Basically, there are two employees that deal with the day-to-day operations of the utility. The utility stated that one operator spends half of his work week at Bayside. Based on the duties and time typically spent at the utility, staff believes this operator’s salary is reasonable. The utility stated that the other operator typically spends 6 to 10 hours per week at Bayside. In order to corroborate this, staff requested this operator’s timesheets for the years 2001 to 2003. The utility has not provided these timesheets to date. Using a 10 hour per week estimate, 25% of this operator’s salary should be allocated to Bayside. However, during the 2002 test year, UI attributed 57% of this operator’s salary to the utility.
Therefore, to reflect the appropriate staffing levels and adjust operator time based on typical hours worked, staff recommends that employee salaries should be reduced by $9,589 for both water and wastewater to reflect the appropriate direct operator salaries. Corresponding adjustments should also be made to reduce pensions & benefits by $3,652 for both water and wastewater. Further, corresponding adjustments should be made to reduce payroll taxes by $734 for both water and wastewater.
Staff Analysis: In its MFRs, the utility reflected test year material and supplies (M&S) expense of $7,838 for water and $25,345 for wastewater. Based on staff’s review, M&S expense has fluctuated greatly since UI acquired Bayside. To test the reasonableness of the test year level, staff compared M&S expenses for two years prior and one year after the 2002 test year. According to its annual reports from 2000-2003, the utility incurred average water M&S expenses of $6,707 and $14,909 for wastewater. To normalize the test year M&S expense, staff believes the appropriate expense level for rate setting purposes is the four-year average from 2000 to 2003, while also indexing of the 2000 and 2001 expenses by the Commission-approved price indices. With the indexing adjustments, the four-year average is $6,836 for water and $15,086 for wastewater. As a result, staff recommends that material and supplies expense should be reduced by $1,020 for water and $10,257 for wastewater.
|
MFREstimated |
Actual |
AdditionalEstimated |
Total |
Filing Fee |
$2,000 |
$2,000 |
$0 |
$2,000 |
Legal Fees |
42,750 |
13,700 |
12,000 |
25,700 |
Consultant Fees |
25,000 |
13,671 |
6,450 |
20,121 |
WSC In-house Fees |
13,909 |
4,332 |
8,023 |
12,355 |
Miscellaneous Expense |
19,250 |
1,494 |
1,464 |
2,958 |
Total Rate Case Expense |
$102,909 |
$35,197 |
$27,937 |
$63,134 |
Second, the utility’s attorney filed numerous amendments to WSC’s In-house fees and expenses. Staff believes it is appropriate to reduce the attorney’s total hours by one hour to remove these duplicative costs. As such, staff recommends that the utility’s legal fees should be reduced by $240.
In its MFRs, the utility included $214 for both water and wastewater related to rate case expense amortization for a previous case. Since the utility’s last rate proceeding was more than four years ago, staff recommends that O&M expenses should be reduced by $214 for both water and wastewater.
|
MFREstimated |
Utility RevisedActual &Estimated |
StaffAdjustments |
Total |
Filing Fee |
$2,000 |
$2,000 |
$0 |
$2,000 |
Legal Fees |
42,750 |
25,700 |
(723) |
24,977 |
Consultant Fees |
25,000 |
20,121 |
(2,500) |
17,621 |
WSC In-house Fees |
13,909 |
12,355 |
(295) |
12,060 |
Miscellaneous Expense |
19,250 |
2,711 |
0 |
2,711 |
Total Rate Case Expense |
$102,909 |
$62,887 |
($3,518) |
$59,369 |
Current Amortization |
$25,728 |
|
($10,885) |
$14,842 |
Prior Amortization |
428 |
|
(428) |
0 |
Total Annual Expense |
$26,156 |
|
($11,313) |
$14,842 |
REVENUE REQUIREMENT
|
TY Revenues |
$ Increase |
Rev Requirement |
% Increase |
Water |
$65,894 |
$31,517 |
$97,411 |
47.83% |
Wastewater |
$92,613 |
$39,609 |
$132,222 |
42.77% |
Staff Analysis: The utility’s current water rate structure consists of the BFC and uniform gallonage charge rate structure, in which the BFC is $13.25 per month and all usage per month is charged $2.11 per 1,000 gallons (kgal). Bayside purchases water and wastewater service from the City of Panama City Beach and is considered non-jurisdictional by the Northwest Florida Water Management District.
It has been the Commission’s practice over the past several years to implement an inclining block rate structure whenever possible. However, staff’s analysis indicates that the utility customers’ overall average monthly consumption is approximately 3.8 kgal and that the customer base is highly seasonal. According to staff’s analysis, at least 75% of the utility’s residential bills and gallons are captured at 5 kgal or less. This is consistent with a high degree of customer seasonality and nondiscretionary consumption, leading staff to believe that a continuation of the base facility and uniform gallonage rate structure is appropriate for this utility.
Based on staff’s initial analysis of fixed versus variable cost allocation of pre-repression revenue requirement recovery, the utility would recover 40% ($39,488) in the BFC charge and the remaining 60% ($59,322) in the gallonage charge. It has been Commission practice to recover no more than 40% through the BFC. This rate structure guideline was developed by the Southwest Florida Water Management District (SWFWMD) and has been generally adopted by the remaining four Water Management Districts and this Commission. Because of the seasonal customer base, staff believes that a BFC allocation no greater than 40% is appropriate to safeguard the utility’s revenue stability. Therefore, no conservation adjustment is recommended.
Staff attempts to design rates such that customers who are at average consumption will receive a price increase approximately equal to the revenue requirement increase. A review of the effect of staff’s recommended rate structure indicates that customers at the average level of consumption will receive a price increase in their monthly bill of 54%, which is approximately equivalent to the overall pre-repression revenue requirement increase for water.
Staff Analysis: Based on information contained in our database of utilities receiving rate increases and decreases, there were two water utilities whose prior prices and prior average consumptions closely matched those of Bayside. Furthermore, the average water price increase experienced by the two utilities of approximately 54% matches the corresponding pre-repression water increase expected by the Bayside customers.
The reductions in water quantity demanded for the two utilities were 6.8% and 3.2%, respectively. Due to the narrow range of reductions exhibited by the two utilities, coupled with the close match of the utilities’ prior prices and average consumptions to Bayside, staff believes it is reasonable to base Bayside’s anticipated water consumption reduction on an average of the two utilities’ consumption reductions. This results in an anticipated annual reduction in residential water consumption for Bayside of 5.0%, or 563 kgal, while the corresponding adjustment for the wastewater system is 453 kgal. The overall reductions in consumption are 4.8% for both the water and wastewater systems.
Issue 19: What are the appropriate water and wastewater rates?
|
Revenue Requirement |
Revenue Increase |
Percentage Increase |
Water |
$108,441 |
$42,547 |
64.57% |
Wastewater |
$143,758 |
$51,145 |
55.22% |
According to Section 367.082, F.S., any refund should be calculated to reduce the rate of return of the utility during the pendency of the proceeding to the same level within the range of the newly authorized rate of return. Adjustments made in the rate case test period that do not relate to the period interim rates are in effect should be removed. Rate case expense is an example of an adjustment which is recovered only after final rates are established.
In this proceeding, the test period for establishment of interim and final rates is the twelve month period ended December 31, 2002. Bayside’s approved interim rates did not include any provisions for pro forma or projected operating expenses or plant. The interim increase was designed to allow recovery of actual interest costs, and the floor of the last authorized range for equity earnings. To establish the proper refund amount, staff has calculated a revised interim revenue requirement utilizing the same data used to establish final rates. Rate case expense, the pro forma adjustments, and the repression adjustments were excluded because those items are prospective in nature and did not occur during the interim collection period.
Using the principles discussed above, staff has calculated the interim revenue requirement for the interim collection period to be $91,922 for water and $122,670 for wastewater. The water and wastewater revenue levels are less than the interim revenues which were granted in Order No. PSC-04-0414-PCO-WS. Therefore, staff recommends a refund of 15.37% of interim rates for water and 14.81% for wastewater. The refunds should be made with interest in accordance with Rule 25-30.360(4), F.A.C. The utility should be required to submit proper refund reports pursuant to Rule 25-30.360(7), F.A.C. The utility should treat any unclaimed refunds as CIAC pursuant to Rule 25-30.360(8), F.A.C.
If the utility files this reduction in conjunction with a price index or pass-through rate adjustment, separate data shall be filed for the price index and/or pass-through increase or decrease, and for the reduction in the rates due to the amortized rate case expense.
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BAYSIDE UTILITY SERVICES, INC. |
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SCHEDULE NO. 1-A |
|||||
|
SCHEDULE OF WATER RATE BASE |
|
|
|
DOCKET 030444-WS |
|||||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
|
|
TEST YEAR |
UTILITY |
ADJUSTED |
STAFF |
STAFF |
||||
|
|
PER |
ADJUST- |
TEST YEAR |
ADJUST- |
ADJUSTED |
||||
|
DESCRIPTION |
UTILITY |
MENTS |
PER UTILITY |
MENTS |
TEST YEAR |
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
1 |
UTILITY PLANT IN SERVICE |
$235,308 |
$80,000 |
$315,308 |
($133,515) |
$181,793 |
||||
|
|
|
|
|
|
|
||||
2 |
NON-USED & USEFUL COMPONENTS |
0 |
0 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
3 |
ACCUMULATED DEPRECIATION |
(113,161) |
(4,248) |
(117,409) |
360 |
(117,049) |
||||
|
|
|
|
|
|
|
||||
4 |
CIAC |
(52,911) |
0 |
(52,911) |
0 |
(52,911) |
||||
|
|
|
|
|
|
|
||||
5 |
AMORTIZATION OF CIAC |
40,503 |
0 |
40,503 |
4,317 |
44,820 |
||||
|
|
|
|
|
|
|
||||
6 |
ACQUISITION ADJUSTMENT |
(8,656) |
8,656 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
7 |
WORKING CAPITAL ALLOWANCE |
0 |
11,773 |
11,773 |
(1,754) |
10,019 |
||||
|
|
|
|
|
|
|
||||
8 |
RATE BASE |
$101,083 |
$96,181 |
$197,264 |
($130,592) |
$66,672 |
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
||||||
|
BAYSIDE UTILITY SERVICES, INC. |
|
|
SCHEDULE NO. 1-B |
||||||
|
SCHEDULE OF WASTEWATER RATE BASE |
|
|
DOCKET 030444-WS |
||||||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
|
|
TEST YEAR |
UTILITY |
ADJUSTED |
STAFF |
STAFF |
||||
|
|
PER |
ADJUST- |
TEST YEAR |
ADJUST- |
ADJUSTED |
||||
|
DESCRIPTION |
UTILITY |
MENTS |
PER UTILITY |
MENTS |
TEST YEAR |
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
|
|
||||
1 |
UTILITY PLANT IN SERVICE |
$382,444 |
$50,000 |
$432,444 |
($31,583) |
$400,861 |
||||
|
|
|
|
|
|
|
||||
2 |
NON-USED & USEFUL COMPONENTS |
0 |
0 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
3 |
ACCUMULATED DEPRECIATION |
(152,932) |
(1,556) |
(154,488) |
(62,497) |
(216,985) |
||||
|
|
|
|
|
|
|
||||
4 |
CIAC |
0 |
0 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
5 |
AMORTIZATION OF CIAC |
0 |
0 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
6 |
ACQUISITION ADJUSTMENT |
(29,367) |
29,367 |
0 |
0 |
0 |
||||
|
|
|
|
|
|
|
||||
7 |
WORKING CAPITAL ALLOWANCE |
0 |
13,398 |
13,398 |
(2,611) |
10,787 |
||||
|
|
|
|
|
|
|
||||
8 |
RATE BASE |
$200,145 |
$91,209 |
$291,354 |
($96,691) |
$194,663 |
||||
|
|
|
|
|
|
|
||||
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
SCHED. NO. 1-C |
|
|
ADJUSTMENTS TO RATE BASE |
DOCKET 030444-WS |
|
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
|
|
|
|
EXPLANATION |
WATER |
WASTEWATER |
|
|
|
|
|
|
|
|
|
PLANT IN SERVICE |
|
|
1 |
To remove unsupported pro forma plant.(Issue 2) |
($80,000) |
($25,000) |
2 |
To reflect uncontested audit adjustments.(Issue 3) |
(52,982) |
(6,050) |
3 |
To reflect the appropriate allocated rate base.(Issue 4) |
(533) |
(533) |
|
Total |
($133,515) |
($31,583) |
|
|
|
|
|
ACCUMULATED DEPRECIATION |
|
|
1 |
To remove unsupported pro forma plant. (Issue 2) |
$4,248 |
$556 |
2 |
To reflect uncontested audit adjustments.(Issue 3) |
(3,888) |
(63,053) |
|
Total |
$360 |
($62,497) |
|
|
|
|
|
ACCUM. AMORT. OF CIAC |
|
|
|
To reflect uncontested audit adjustments.(Issue 3) |
$4,317 |
$0 |
|
|
|
|
|
WORKING CAPITAL |
|
|
|
Adjust working capital based on staff's adjusted O&M expenses. (Issue 6) |
($1,754) |
($2,611) |
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
|
|
|
|
SCHEDULE NO. 2-A |
||||||
|
CAPITAL STRUCTURE - SIMPLE AVERAGE |
|
|
|
DOCKET 030444-WS |
|||||||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
||||
|
|
|
SPECIFIC |
|
|
CAPITAL |
|
|
|
|||
|
|
|
ADJUST- |
SUBTOTAL |
PRO RATA |
RECONCILED |
|
|
||||
|
|
TOTAL |
MENTS |
ADJUSTED |
ADJUST- |
TO RATE |
|
COST |
WEIGHTED |
|||
|
DESCRIPTION |
CAPITAL |
(EXPLAIN) |
CAPITAL |
MENTS |
BASE |
RATIO |
RATE |
COST |
|||
PER UTILITY |
|
|
|
|
|
|
|
|
||||
1 |
LONG TERM DEBT |
$94,090,081 |
$0 |
$94,090,081 |
($93,839,343) |
$250,738 |
51.32% |
7.56% |
3.88% |
|||
2 |
SHORT-TERM DEBT |
11,824,500 |
0 |
11,824,500 |
(11,793,011) |
$31,489 |
6.44% |
3.93% |
0.25% |
|||
3 |
PREFERRED STOCK |
0 |
0 |
0 |
0 |
$0 |
0.00% |
0.00% |
0.00% |
|||
4 |
COMMON EQUITY |
77,021,455 |
0 |
77,021,455 |
(76,816,243) |
$205,212 |
42.00% |
11.77% |
4.94% |
|||
5 |
CUSTOMER DEPOSITS |
8,484 |
0 |
8,484 |
0 |
$8,484 |
1.74% |
6.00% |
0.10% |
|||
6 |
DEFERRED INCOME TAXES |
(7,305) |
0 |
(7,305) |
0 |
($7,305) |
-1.50% |
0.00% |
-0.00% |
|||
7 |
TOTAL CAPITAL |
$182,937,215 |
$0 |
$182,937,215 |
($182,448,597) |
$488,618 |
100.00% |
|
9.18% |
|||
|
|
|
|
|
|
|
|
|
|
|||
PER STAFF |
|
|
|
|
|
|
|
|
||||
8 |
LONG TERM DEBT |
$94,090,081 |
$0 |
$94,090,081 |
($93,967,444) |
$122,637 |
46.93% |
7.56% |
3.55% |
|||
9 |
SHORT-TERM DEBT |
11,824,500 |
0 |
11,824,500 |
(11,809,088) |
15,412 |
5.90% |
3.93% |
0.23% |
|||
10 |
PREFERRED STOCK |
0 |
0 |
0 |
0 |
0 |
0.00% |
0.00% |
0.00% |
|||
11 |
COMMON EQUITY |
77,021,455 |
0 |
77,021,455 |
(76,921,065) |
100,390 |
38.41% |
11.21% |
4.31% |
|||
12 |
CUSTOMER DEPOSITS |
8,484 |
0 |
8,484 |
0 |
8,484 |
3.25% |
6.00% |
0.19% |
|||
13 |
DEFERRED INCOME TAXES |
(7,305) |
21,718 |
14,413 |
0 |
14,413 |
5.52% |
0.00% |
0.00% |
|||
14 |
TOTAL CAPITAL |
$182,937,215 |
$21,718 |
$182,958,933 |
($182,697,598) |
$261,335 |
100.00% |
|
8.28% |
|||
|
|
|
|
|
|
|
|
|
|
|||
|
|
|
|
|
|
|
LOW |
HIGH |
|
|||
|
|
|
RETURN ON EQUITY |
|
|
10.21% |
12.21% |
|
||||
|
|
|
OVERALL RATE OF RETURN |
|
7.90% |
8.67% |
|
|||||
|
|
|
|
|
|
|
|
|
|
|||
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
SCHED. NO. 2-B |
|
|
CAPITAL STRUCTURE |
DOCKET 030444-WS |
|
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
|
|
|
|
EXPLANATION |
|
|
|
|
|
|
|
|
|
|
|
ACCUMULATED DEFERRED INCOME TAXES |
|
|
|
Correct the balance and reflect the utility's special tax depreciation claim. (Issue 8) |
|
$21,718 |
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
|
|
|
|
SCHEDULE NO. 3-A |
||
|
STATEMENT OF WATER OPERATIONS |
|
|
|
|
DOCKET 030444-WS |
||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
|
|
TEST YEAR |
UTILITY |
ADJUSTED |
STAFF |
STAFF |
|
|
|
|
PER |
ADJUST- |
TEST YEAR |
ADJUST- |
ADJUSTED |
REVENUE |
REVENUE |
|
DESCRIPTION |
UTILITY |
MENTS |
PER UTILITY |
MENTS |
TEST YEAR |
INCREASE |
REQUIREMENT |
|
|
|
|
|
|
|
|
|
1 |
OPERATING REVENUES |
$64,713 |
$82,850 |
$147,563 |
($81,669) |
$65,894 |
$31,517 |
$97,411 |
|
|
|
|
|
|
|
47.83% |
|
|
OPERATING EXPENSES: |
|
|
|
|
|
|
|
2 |
OPERATION & MAINTENANCE |
$91,698 |
$15,350 |
$107,048 |
($26,895) |
$80,153 |
|
$80,153 |
|
|
|
|
|
|
|
|
|
3 |
DEPRECIATION |
5,985 |
4,248 |
10,233 |
(5,799) |
4,434 |
|
4,434 |
|
|
|
|
|
|
|
|
|
4 |
AMORTIZATION |
0 |
0 |
0 |
0 |
0 |
|
0 |
|
|
|
|
|
|
|
|
|
5 |
TAXES OTHER THAN INCOME |
4,719 |
3,876 |
8,595 |
(4,443) |
4,152 |
$1,418 |
5,571 |
|
|
|
|
|
|
|
|
|
6 |
INCOME TAXES |
(14,723) |
18,302 |
3,579 |
(13,173) |
(9,594) |
11,326 |
1,732 |
|
|
|
|
|
|
|
|
|
7 |
TOTAL OPERATING EXPENSES |
$87,679 |
$41,776 |
$129,455 |
($50,310) |
$79,145 |
$12,744 |
$91,890 |
|
|
|
|
|
|
|
|
|
8 |
OPERATING INCOME |
($22,966) |
$41,074 |
$18,108 |
($31,359) |
($13,251) |
$18,772 |
$5,521 |
|
|
|
|
|
|
|
|
|
9 |
RATE BASE |
$101,083 |
|
$197,264 |
|
$66,672 |
|
$66,672 |
|
|
|
|
|
|
|
|
|
10 |
RATE OF RETURN |
(22.72%) |
|
9.18% |
|
(19.88%) |
|
8.28% |
|
|
|
|
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
|
|
|
|
SCHEDULE NO. 3-B |
|||
|
STATEMENT OF WASTEWATER OPERATIONS |
|
|
|
DOCKET 030444-WS |
|||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
|
|
TEST YEAR |
UTILITY |
ADJUSTED |
STAFF |
STAFF |
|
|
|
|
PER |
ADJUST- |
TEST YEAR |
ADJUST- |
ADJUSTED |
REVENUE |
REVENUE |
|
DESCRIPTION |
UTILITY |
MENTS |
PER UTILITY |
MENTS |
TEST YEAR |
INCREASE |
REQUIREMENT |
|
|
|
|
|
|
|
|
|
1 |
OPERATING REVENUES |
$90,721 |
$83,339 |
$174,060 |
($81,447) |
$92,613 |
$39,609 |
$132,222 |
|
|
|
|
|
|
|
42.77% |
|
|
OPERATING EXPENSES |
|
|
|
|
|
|
|
2 |
OPERATION & MAINTENANCE |
$104,533 |
$15,514 |
$120,047 |
($33,752) |
$86,295 |
|
$86,295 |
|
|
|
|
|
|
|
|
|
3 |
DEPRECIATION |
10,559 |
1,556 |
12,115 |
5,432 |
17,547 |
|
17,547 |
|
|
|
|
|
|
|
|
|
4 |
AMORTIZATION |
0 |
0 |
0 |
0 |
0 |
|
0 |
|
|
|
|
|
|
|
|
|
5 |
TAXES OTHER THAN INCOME |
5,920 |
3,904 |
9,824 |
(4,405) |
5,419 |
1,782 |
7,202 |
|
|
|
|
|
|
|
|
|
6 |
INCOME TAXES |
(12,203) |
17,532 |
5,329 |
(14,505) |
(9,176) |
14,234 |
5,058 |
|
|
|
|
|
|
|
|
|
7 |
TOTAL OPERATING EXPENSES |
108,809 |
38,506 |
147,315 |
(47,230) |
100,085 |
16,016 |
116,102 |
|
|
|
|
|
|
|
|
|
8 |
OPERATING INCOME |
($18,088) |
$44,833 |
$26,745 |
($34,217) |
($7,472) |
$23,592 |
$16,120 |
|
|
|
|
|
|
|
|
|
9 |
RATE BASE |
$200,145 |
|
$291,354 |
|
$194,663 |
|
$194,663 |
|
|
|
|
|
|
|
|
|
10 |
RATE OF RETURN |
(9.04%) |
|
9.18% |
|
(3.84%) |
|
8.28% |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
SCHED. NO. 3-C |
|
|
ADJUSTMENTS TO OPERATING INCOME |
DOCKET 030444-WS |
|
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
|
|
|
|
|
EXPLANATION |
WATER |
WASTEWATER |
|
|
|
|
|
|
|
|
|
OPERATING REVENUES |
|
|
|
Remove requested final revenue increase |
($81,669) |
($81,447) |
|
|
|
|
|
OPERATION & MAINTENANCE EXPENSE |
|
|
1 |
To reflect the appropriate WSC allocated costs.(Issue 4) |
($1,426) |
($1,426) |
2 |
To reflect the appropriate operator salaries. (Issue 9) |
(9,589) |
(9,589) |
3 |
To reflect the appropriate pensions and benefits. (Issue 9) |
(3,652) |
(3,652) |
4 |
To reflect the appropriate health care and insurance costs. (Issue 10) |
(714) |
(679) |
5 |
To adjust purchased water for excessive unaccounted for water. (Issue 11) |
(2,184) |
0 |
6 |
To normalize test year materials and supplies expenses. (Issue 12) |
(1,020) |
(10,257) |
7 |
To normalize test year bad debt expense. (Issue 13) |
(435) |
(592) |
8 |
To reflect the appropriate rate case expense. (Issue 14) |
(5,656) |
(5,656) |
9 |
To reflect the repression adjustment to O&M expenses. (Issue 18) |
(2,217) |
(1,900) |
|
Total |
($26,895) |
($33,752) |
|
|
|
|
|
DEPRECIATION EXPENSE-NET |
|
|
1 |
To remove unsupported pro forma plant. (Issue 2) |
($4,248) |
($556) |
2 |
To reflect uncontested audit adjustments. (Issue 3) |
(1,494) |
6,045 |
3 |
To reflect the appropriate allocated rate base. (Issue 4) |
(57) |
(57) |
|
Total |
($5,799) |
$5,432 |
|
|
|
|
|
TAXES OTHER THAN INCOME |
|
|
1 |
RAFs on revenue adjustments above. |
($3,675) |
($3,665) |
2 |
To adjust property taxes for unsupported pro forma plant. (Issue 2) |
(34) |
(6) |
3 |
To reduce payroll taxes on above salary adjustments. (Issue 9) |
(734) |
(734) |
|
Total |
($4,443) |
($4,405) |
|
|
|
|
|
INCOME TAXES |
|
|
|
To adjust to test year income tax expense. |
($13,173) |
($14,505) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
BAYSIDE UTILITY SERVICES, INC. |
|
|
SCHEDULE NO. 4-A |
|||||
|
WATER MONTHLY SERVICE RATES |
|
|
DOCKET 030444-WS |
|||||
|
TEST YEAR ENDED 12/31/02 |
|
|
|
|
|
|
||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rates |
Commission |
Utility |
Staff |
Four-year |
|
|
|
|
|
Prior to |
Approved |
Requested |
Recomm. |
Rate |
|
|
|
|
|
Filing |
Interim |
Final |
Final |
Reduction |
|
|
|
|
|
|
|
|
|
|
|
|
Residential Service |
|
|
|
|
|
|
|
|
|
Base Facility Charge: |
|
|
|
|
|
|
|
|
|
5/8" x 3/4" |
|
|
$13.25 |
$21.93 |
$29.91 |
$12.76 |
$1.02 |
|
|
3/4" |
|
|
$19.86 |
$32.87 |
$44.84 |
$19.15 |
$1.53 |
|
|
1" |
|
|
$33.13 |
$54.84 |
$74.80 |
$31.91 |
$2.55 |
|
|
|
|
|
|
|
|
|
|
|
|
Gallonage Charge, per 1,000 Gallons |
|
$2.11 |
$3.49 |
$4.76 |
$5.19 |
$0.41 |
|
|
|
|
|
|
|
|
|
|
|
|
|
General Service |
|
|
|
|
|
|
|
|
|
Base Facility Charge: |
|
|
|
|
|
|
|
|
|
5/8" x 3/4" |
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$13.25 |
$21.93 |
$29.91 |
$12.76 |
$1.02 |
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3/4" |
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$19.86 |
$32.87 |
$44.84 |
$19.15 |
$1.53 |
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1" |
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$33.13 |
$54.84 |
$74.80 |
$31.91 |
$2.55 |
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1-1/2" |
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$66.25 |
$109.66 |
$149.57 |
$63.82 |
$5.09 |
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2" |
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$105.99 |
$175.43 |
$239.29 |
$102.11 |
$8.15 |
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3" |
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$211.99 |
$350.88 |
$478.59 |
$204.23 |
$16.29 |
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4" |
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$331.22 |
$548.23 |
$747.77 |
$319.10 |
$25.46 |
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6" |
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$662.43 |
$1,096.44 |
$1,495.52 |
$638.20 |
$50.91 |
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Gallonage Charge, per 1,000 Gallons |
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$2.11 |
$3.49 |
$4.76 |
$5.19 |
$0.41 |
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5/8" x 3/4" meter |
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Typical Residential Bills |
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3,000 Gallons |
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$19.58 |
$32.40 |
$44.19 |
$28.33 |
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5,000 Gallons |
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$23.80 |
$39.38 |
$53.71 |
$38.71 |
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6,000 Gallons |
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$25.91 |
$42.87 |
$58.47 |
$43.90 |
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BAYSIDE UTILITY SERVICES, INC. |
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SCHEDULE NO. 4-B |
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WASTEWATER MONTHLY SERVICE RATES |
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DOCKET 030444-WS |
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TEST YEAR ENDED 12/31/02 |
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Rates |
Commission |
Utility |
Staff |
Four-year |
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Prior to |
Approved |
Requested |
Recomm. |
Rate |
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Filing |
Interim |
Final |
Final |
Reduction |
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Residential |
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Base Facility Charge: |
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All meter sizes |
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$16.91 |
$28.18 |
$32.00 |
$21.86 |
$1.28 |
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Gallonage Charge - Per 1,000 |
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gallons (6,000 gallon cap) |
$4.18 |
$6.97 |
$7.91 |
$7.10 |
$0.42 |
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General Service |
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Base Facility Charge: |
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Meter Size: |
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5/8" x 3/4" |
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$16.91 |
$28.18 |
$32.00 |
$21.86 |
$1.28 |
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1" |
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$25.38 |
$42.29 |
$48.03 |
$54.64 |
$3.21 |
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1-1/2" |
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$42.29 |
$70.47 |
$80.03 |
$109.28 |
$6.42 |
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2" |
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$84.56 |
$140.90 |
$160.02 |
$174.85 |
$10.28 |
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3" |
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$135.31 |
$225.47 |
$256.06 |
$349.69 |
$20.55 |
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4" |
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$272.81 |
$454.58 |
$516.26 |
$546.40 |
$32.11 |
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6" |
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$422.84 |
$704.58 |
$800.17 |
$1,092.80 |
$64.23 |
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8" |
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$845.70 |
$1,409.19 |
$1,600.37 |
$1,748.47 |
$102.77 |
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Gallonage Charge, per 1,000 Gallons |
$5.00 |
$8.33 |
$9.46 |
$8.51 |
$0.50 |
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5/8" x 3/4" meter |
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Typical Residential Bills |
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3,000 Gallons |
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$31.91 |
$53.17 |
$60.38 |
$43.16 |
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5,000 Gallons |
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$41.91 |
$69.83 |
$79.30 |
$57.36 |
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6,000 Gallons |
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$46.91 |
$78.16 |
$88.76 |
$64.46 |
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(Wastewater Gallonage Cap - 6,000 Gallons) |
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