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ROBERT FORD vs FLORIDA KEYS AQUEDUCT AUTHORITY, 90-002052 (1990)
Division of Administrative Hearings, Florida Filed:Key West, Florida Apr. 02, 1990 Number: 90-002052 Latest Update: Feb. 01, 1991

Findings Of Fact Respondent is a state agency whose primary purpose is to provide an adequate supply of potable water to the Florida Keys. To this end, it has acquired or constructed well fields, treatment plants, transmission pipelines, pumping stations, distribution pipelines, and other related facilities. Because of its exaggerated linear service area of 130 miles, it incurs high capital and operating costs. Chapter 76-441, Laws of Florida, Respondent's enabling act, confers upon Respondent the authority to impose the subject System Development Fee. Respondent imposed the subject System Development Fee, which is an impact fee, in December 1974. Respondent's Rule 48-3.002(1) expressed the purposes of the System Development Fee as follows: The System Development Fee is an impact fee charged to new and existing customers who modify, add or construct facilities which impose a potential increased demand on the water system. This fee is charged in order to equitably adjust the fiscal burden of a new pipeline and expanded or improved appurtenant facilities between existing customers and new water users. All system development fees are allocated to the direct and indirect costs of capital improvements made necessary by actual and expected increased demand on the water system. The term "unit" is a commonly accepted concept in the public utility industry, and impact fees are often assessed on a per "unit" basis. Respondent's Rule 48-3.002(5)(b) provides, in pertinent part, as follows: 5.(b) Where the premises served consists of single or multiple commercial units, the System Development Fee shall be assessed based on each individual unit. ... The term "unit", as used by Respondent is a technical term that is defined by Respondent's Rule 48-2.001(19) as follows: (19) "Unit" A unit is a commercial or residential module consisting of one or more rooms with either appurtenant or common bathroom facilities and used for a single commercial purpose or single residential use. The number of units existing in a structure containing multiple units should be determined in accordance with Rule 48-2.007(1)(c), which provides, in pertinent part, as follows: ... The number of units, whether residential or commercial, will normally be determined according to applicable city or county occupational licenses, building permits, or plans of the subject structure. In cases of discrepancy or inconsistency in definition, or interpretation, the following Florida Keys Aqueduct Authority definition will control: A unit is a commercial or residential module consisting of one or more rooms with either appurtenant or common bathroom facilities and used for a single commercial purpose or single residential purpose. Respondent is concerned with the potential use of a unit because its system must be designed by its engineers and constructed to respond to that potential use. The actual water consumption of any particular unit is not a primary consideration in determining the engineering requirements of Respondent's water system. Respondent has consistently applied the System Development Fee charges on a per unit basis for the purposes stated in its Rule 48-3.002(1). The "unit", as used by Respondent, provides a reasonable basis for Respondent to impose its System Development Fees. The per unit charge was $600 when first enacted in 1974, was increased to $1,500 in 1984, and was increased to its present level of $2,000 in 1986. A widely publicized amnesty program was in effect from August 1, 1984 through October 1, 1984, during which customers who had added units to their property without reporting same to Respondent could report the units and pay the System Development Fee on an installment basis. Customers were advised that after the amnesty program closed, the System Development Fee would be based on rates in effect at the time an unreported unit was discovered, not at the rate the unreported unit was constructed. This policy serves to encourage Respondent's customers to promptly report newly added "units", and the policy produces fees commensurate with the expenses to be incurred by Respondent after it learns of the new units. On April 11, 1978, Robert Ford, as owner, submitted an application for water services with Respondent for residential premises located at 1024 Eaton Street, Key West, Florida. The application, which was accepted by Respondent on April 11, 1978, contained the following provision: "Where System Development Charges are applied, all conditions apply as authorized in the Customer Service Policy Booklet". Petitioner changed the use of this property from residential to commercial during the time he owned the property. At the time he bought the property in 1975, it was a large, single family residence containing eight bedrooms. Mr. Ford changed the use of the property from a residence that housed a single family to a guest house that rented its rooms on a daily or weekly basis to tourists or other members of the public. He added four bedrooms to the eight bedrooms that existed when he purchased the premises so that a total of twelve guest rooms were available to rent. There were no substantial changes made to the plumbing system; no bathrooms were added and no water pipes were enlarged. No structural changes, other than the changing of the locks on the doors, were made by Mr. Ford to the eight bedrooms that existed when he purchased the property. There was no evidence that actual water consumption for the premises had increased because of the change in usage. Respondent first learned in the changes Mr. Ford made to the premises at 1024 Eaton Street in 1989. Thereafter, Respondent issued the subject System Development Charge based on its determination that Petitioner had added 11 units to the one existing unit, for a total of 12 units. The assessment was based on the rate of $2,000 per unit, the rate in effect at the time the changes were discovered. Petitioner agreed to pay the System Development Fee for the four bedrooms that he added to the residence. Petitioner did not contest the reasonableness of the fee currently being charged by Respondent ($2,000 per unit), but he did challenge the imposition of the current rate to the changes he made to the premises located at 1024 Eaton Street because those changes predated 1986, when the $2,000 per unit rate went into effect.

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that Respondent enter a final order which upholds the assessment against Petitioner of the System Development Fee based on 11 additional units at the rate of $2,000 per unit. DONE AND ENTERED this 1st day of February, 1991, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Hearing Officer The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 904/488-9675 Filed with the Clerk of the Division of Administrative Hearings this 1st day of February, 1991. APPENDIX TO RECOMMENDED ORDER The following rulings are made on the proposed findings of fact submitted by Petitioner: The proposed findings of fact in paragraph 1-4 and 7-10 are adopted in material part by the Recommended Order. The proposed findings of fact in paragraph 5 are rejected as being unsubstantiated by the evidence since four bedrooms were added to the premises. The proposed findings of fact in paragraph 6 are adopted in part by the Recommended Order. The proposed findings of fact relating to occupancy levels are rejected as being unsubstantiated by the evidence. The proposed findings of fact in paragraphs 12-14 and 16-17 are rejected as being unsubstantiated by the evidence and because of the failure to provide pertinent citations to the record as required by Rule 22I-6.031(3), Florida Administrative Code. The proposed findings of fact in paragraph 15 are rejected as being unnecessary to the conclusions reached, but are treated as a preliminary matter. The respective paragraphs in the Findings of Fact section of Respondent's Proposed Recommended Order were not numbered. For ease of reference, these paragraphs have been numbered 1-10 sequentially. The following rulings are made on the proposed findings of fact submitted on behalf of Respondent. The proposed findings of fact in paragraphs 1, 7 and 10 are adopted in material part by the Recommended Order. The proposed findings of fact in paragraph 2 are adopted in part by the Recommended Order. The proposed findings of fact in the fifth and sixth sentences of paragraph 2 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraph 3 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraphs 4 and 9 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraph 5 are adopted in part by the Recommended Order. The proposed findings of fact in the second sentence of paragraph 5 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraph 6 are rejected as being unsubstantiated by the evidence. The proposed findings of fact in paragraph 8 are rejected as being an incomplete statement. COPIES FURNISHED: Joseph Galetti, Esquire 616 Whitehead Street Key West, Florida 33040 Robert T. Feldman, Esquire Feldman and Koenig, P.A. 417 Eaton Street Key West, Florida 33040 Floyd A. Hennen, Esquire General Counsel Florida Keys Aqueduct Authority 1100 Kennedy Drive Key West, Florida 33041-1239 Douglas M. Cook, Director Planning & Budgeting Executive Office of the Governor The Capitol Tallahassee, Florida 32399-0001

Florida Laws (1) 120.57
# 1
BUCCANEER SERVICE COMPANY vs. PUBLIC SERVICE COMMISSION, 80-001186 (1980)
Division of Administrative Hearings, Florida Number: 80-001186 Latest Update: Dec. 04, 1980

Findings Of Fact Quality of Service There were no customers of the utility present at the public hearing, except for the Department of the Navy. As a result, there is no public testimony in the record relating to the quality of the water and sewer service provided by the utility. However, a representative of the Department of Environmental Regulation and an engineer from the Public Service Commission agree that the utility's water treatment meets all relevant quality standards, and its sewage treatment is within acceptable limits. Nevertheless, there exist problems of infiltration into the company's sewage lines which have resulted in variations in its level of treatment efficiency. The Department of the Navy acknowledges that some of these infiltration problems originate at the Navy housing facility, and the Navy asserts that corrective measures will be undertaken. In the meantime, the Navy contends that the sewage flows from its housing facility have been underestimated, resulting in an overstatement of revenue to the utility. However, there is insufficient specific evidence in the record to support a finding of fact resolving this issue. Since the variations in the utility's sewage treatment efficiency are within acceptable levels, the Company's wastewater treatment is found to be satisfactory. Rate Base By its exhibits, the utility has alleged its adjusted rate base to be $59,401 for water and $87,134 for sewer. Public Service Commission adjustments reduce and correctly state the water rate base to be $19,356 and the sewer rate base to be $65,552. The utility contests the removal of $16,530 from sewer rate base as a contribution in aid of construction (CIAC). This amount is the difference between the $155,000 paid by the Duval County School Board to a partnership consisting of the utility's partners and others, and the $138,170 recorded on the books of the utility. It contends the $16,330 represents a contractor's profit to one of the former partners of utility, but this amount is properly recordable as CIAC and should be removed from rate base. Other adjustments are either not contested, or make no material difference in the utility's revenue requirements, and should be accepted. The accompanying schedules 1 and 3 detail the rate base for both water and sewer with appropriate explanations for the adjustments. Cost of Capital Representatives from the utility and from the Public Service Commission presented evidence on the issue of cost of capital. The major area of disagreement relates to the company's capital structure. The Commission contends that the utility is 100 percent debt, while the utility asserts the capital structure to be 52.97 percent equity and 47.03 percent debt. The Commission's contention is based on the annual reports filed by the utility wherein a deficit is reported in the equity account. The utility, however, has made several adjustments to the investment shown in the annual reports which it alleges increase equity from a deficit of $39,804 to a positive amount of $92,727. The first adjustment made by the utility is in the amount of $22,700 to make the amount of investment equal to rate base, in accordance with principles of double entry bookkeeping. However, because revenue requirements of public utilities are based on used and useful plant in service rather than on total assets, it is not uncommon for the rate base to be different in amount from the total capitalization. Thus, this adjustment is unnecessary and improper. The utility's second adjustment increases the amount of investment by $39,464 as the Unrecovered Cost of Abandonment of Utility Plant. The plant to which this adjustment refers was abandoned, and because of the hazards presented by the abandoned structure, it was disassembled and scrapped. The unrecovered costs were written off for tax purposes, but were not written off for regulatory purposes. This amount should be treated as any other loss, and the adjustment to increase investment should be disallowed. When a utility has recovered the cost of a loss due to abandonment through a write off against income, the placement of the amount of the investment in the capital account results in accounting twice for the loss. The third adjustment involves an amount of $57,067 representing loans procured by the utility's partners from a financial institution. Although these loans were made directly to the partners, the proceeds were used by the utility and the company services the debt. The utility contends that these funds are equity, and it has increased the investment account by the amount thereof. However, the intent of the parties to the transaction was that the funds borrowed by the partners were loaned to the utility, not invested in it. Accordingly, the utility's adjustment is improper; the amount of the loan should be considered as debt in the utility's capital structure; and it should be allowed to earn the embedded cost of this debt, but not an equity return on the amount thereof. In summary, since this utility's equity account has a deficit balance, the appropriate capital structure is 100 percent debt. The cost of this debt is its embedded cost, estimated to be 11.75 percent overall, and the weighted cost is 10.21 percent, as shown in the following table. CAPITAL STRUCTURE COMPONENT PERCENT OF AMOUNT CAPITAL COST RATE WEIGHTED COST Mortgage Note $36,593 20.9 8.00 2.312 Loans Outstanding 48,162 38.0 9.69 3.681 Proposed Note 41,870 33.1 12.76 (est) 4.220 TOTAL $126,625 100.0 10.213 perc. These "Amounts" are the non-current portion of the debt. Operating Statements The accompanying schedules 2 and 4 detail the operating statements for both water and sewer, with appropriate adjustments. The utility contests the Commission's disallowance of depreciation on its proforma plant acquisition. However, the plant has not yet been constructed. Thus, although the proforma plant adjustments have been agreed to, depreciation expense thereon cannot be allowed. The utility further challenges a Commission adjustment disallowing depreciation expense on contributed assets. This adjustment is proper and should be allowed. The utility also contends that it should be allowed income taxes, asserting that an unincorporated proprietorship is entitled to the same income tax expense as a corporation, and that the related income taxes do not have to be paid, merely accrued. However, the purpose of the income tax accounts in the NARUC Uniform System of Accounts is to allow entities which pay income accounts in which to record them. There is no provision in the uniform system for recordation of a nonexistent expense. Since the utility admits that the partnership has paid no income taxes, the disallowance is proper. Finally, the utility contests what it claims is disallowance by the Commission of all its proposed amortization of abandoned plant. However, the exhibits reflect that the Commission increased the amount of amortization expense from $2,790 to $3,284 for water, and from $3,016 to $6,468 for sewer, to allow for amortization of the abandoned plant. Revenue requirements The application of a 10.21 percent rate of return to the adjusted rate base for both water and sewer requires that the utility receive gross annual revenues of $33,752 for water and $81,432 for sewer. These revenues represent increases of $9,381 and $23,446 for water and for sewer, respectively. See Schedules 2 and 4 attached). Rate structure The utility provides water service to an average of 67 residential customers, 12 general service customers and 11 multi-dwelling customers (Average 346 Units). It provides sewer service to an average of 26 residential customers, 12 general service customers and 4 multi-dwelling customers (Average 645 Units). The present residential water rates are structured to provide for a minimum quarterly charge, which includes a minimum number of gallons, and a one- step excess rate over that minimum. The proposed rates follow the same basic structure. The present general service water rates are structured in the same manner, except that the rates for this classification are approximately 25 percent higher than residential. The proposed rates follow the same basic structure. The present multi-dwelling water rates are structured in compliance with the provisions of the old Rule 25-10.75, Florida Administrative Code, which provided that the rate for master metered multiple dwelling structures should be 66 2/3 percent of the minimum residential rate, with an equal minimum gallonage allowance included within the unit minimum charge. The total number of gallons to be included within the minimum gallonage allowance was determined by the number of units served, with excess gallons over the cumulative allowance to be billed at the excess residential rate. The proposed races follow the same basic structure for determining the minimum gallonage allowance and excess gallonage over the minimum allowance. The proposed minimum charge per unit has been structured approximately 25 percent higher than the proposed minimum unit charge for residential service. The proposed excess rate has been structured at the same level as general service, which is approximately 25 percent higher than the residential service rate. Any rate structure that requires a customer to pay for a minimum number of gallons, whether those gallons are used or not, is discriminatory. Over 27 percent of this utility's basic residential customers did not use as much as the minimum gallonage allowance during the test year. The average number of gallons consumed in the gallon brackets below the minimum allowance bracket was 3,197 gallons per customer per quarter. A rate structure that requires the general service customers to pay a higher rate than the other classifications of service is also discriminatory. Since the Cost of Service to Multiple Dwelling Structures Rule 25- 10.75, Florida Administrative Code, was repealed by Commission Order No. 7590, issued January 18, 1977 in Docket No. 760744-Rule, it has been the practice of the Public Service Commission to structure this type customer in the general service classification, and to structure water rates under the Base Facility Charge form of rate design. The basic concept of this type rate design is to determine a base charge whose foundation is based on the associated costs of providing service to each type customer. The charge covers associated costs such as transmission and distribution facility maintenance expenses, depreciation, property taxes, property insurance, an allocated portion of customer accounts expenses, etc. The amount of the charge is determined by an equivalent residential connection formula using the standard meter size as the base. There are not any gallons included within the frame of the Base Facility Charge. The second structure is to determine the appropriate charge for the water delivered to the customer. This charge would cover related costs such as pumping expenses; treatment expenses, an allocated portion of customer accounts expenses, etc. The primary reasoning supporting this type structure is that each customer pays a prorata share of the related facility costs necessary to provide service, and thereafter the customer pays for only the actual number of gallons consumed under the gallonage charge. The present residential sewer rates are structured in the manner of a quarterly flat-rate charge for all residential customers. The proposed rates are structured with a minimum charge, which includes a minimum number of gallons and an excess rate above that minimum. The present general service sewer rates are structured so that a percentage factor is applied to the water bill to determine the sewer charge. The rates for this classification are structured approximately 25 percent higher than residential. The proposed rates are structured with a minimum charge, which includes a minimum number of gallons and an excess rate above the minimum. The proposed rates are structured approximately 25 percent higher than residential. The present multi-dwelling sewer rates are structured in compliance with the provisions of the old Rule 25- 10.75, Florida Administrative Code, which provided that the rate for sewer service to multiple dwelling units should be 66 2/3 percent of the basic charge for sewer service to single residential units. The proposed rates are structured with a minimum charge for each unit, which includes a minimum number of gallons, and an excess rate over the minimum. The minimum charge per unit and the excess rate are structured approximately 25 percent higher than residential. Since the repeal of Rule 25-10.75, Florida Administrative Code, it has been the practice of the Public Service Commission to structure this type customer in the general service classification of customers, and to structure sewer rates under the Base Facility Charge form of rate design. This should be implemented by the utility for both water rates and sewer rates. The utility has been misapplying its schedule of rates for the commercial sewer classification of service. The schedule calls for 250 percent of the water bill with a minimum charge of $0.15 monthly ($24.45 quarterly). However, the utility has been billing its commercial sewer customers 250 percent of the water bill plus the minimum charge. This amounted to an overcharge to this customer classification of approximately $1190 during the test period. The utility should be required to make the appropriate refund to each commercial sewer customer, and the amount of this overcharge has been removed from test year revenues on the attached schedule 4. The utility is collecting a meter installation charge of $200, and a charge of $246 for each connection to the sewer system, without any apparent tariff authority. Further, the charges made for customer reconnect after disconnection for nonpayment are not adequate to cover the associated costs of this service. An investigation docket should be opened to consider the appropriateness of the meter installation charge, and to receive evidence of actual costs of service restoration. Finally, insufficient facts were presented to support a finding relative to the validity of the utility's sewer service contract with the Navy or the compatibility of the charges for sewer service to the Navy with the utility's tariff. These issues should be revisited during the course of the investigation docket. However, the utility's practice of requiring customer deposits when service is billed in advance should be discontinued.

Recommendation Based upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of Buccaneer Service Company, 1665 Selva Marina Drive, Atlantic Beach, Florida 32233, be granted in part, and that the utility be authorized to receive gross annual water revenue of $33,752, and gross annual sewer revenue of $81,423, by rates to be approved by the Public Service Commission. It is further RECOMMENDED that the utility be required to adopt a Base Facility charge form of rate design for both water and sewer rates, and to make appropriate changes in its tariff. It is further RECOMMENDED that the utility be required to refund to each commercial sewer customer a prorata portion of the total amount of overcharges collected since the beginning of the test year. It is further RECOMMENDED that an investigation docket be opened for the purpose of making further inquiry into the appropriateness of the utility's meter installation charge, to receive evidence of actual costs of service restoration, and to determine the validity of the utility's contract for sewer service with the Navy and the appropriate rate to be charged for this service. And it is further RECOMMENDED that the utility be required to discontinue the practice of collecting customer deposits for service which is billed in advance. THIS RECOMMENDED ORDER entered on this 6th day of August, 1980. WILLIAM B. THOMAS, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675

Florida Laws (1) 367.081
# 3
LANDS, INC., OF RHINELANDER vs. PUBLIC SERVICE COMMISSION, 80-001208 (1980)
Division of Administrative Hearings, Florida Number: 80-001208 Latest Update: Jun. 15, 1990

The Issue The issues to be determined are whether the water service provided by Lands, Inc. of Rhinelander meets all pertinent quality standards of the Public Service Commission and the Department of Environmental Regulation, the establishment of an appropriate rate structure for the utility, and a determination of the amount of revenue which will be lost, reasonable and compensatory, but not unfairly discriminatory, pursuant to Section 367.081 of the Florida Statutes.

Findings Of Fact Quality of Service Two customers of the utility, a representative of the utility, as well as a Public Service Commission engineer, testified regarding the quality of water service provided. Water quality meets all pertinent regulatory standards; however, the public witnesses have experienced problems with low pressure during peak usage periods of the day. This intermittent problem with insufficient water pressure will soon be alleviated by the installation and operation of an additional supply well. Thus, the company's water production, treatment and delivery efficiency complies with all regulatory standards and is found to be satisfactory. Rate Base The utility alleged a valuation of $15,552.00 for its plant in service "used and useful" in serving the customers. Adjustments to that figure to allow for accumulated depreciation, contributions-in-aid-of-construction, accumulated depreciation on contributions-in-aid-of-construction, a working capital allowance, as well as an allowance for income tax lag established the correct rate base for the water system, upon which a rate of return may be earned, to be $13,143.00. The adjustments supportive of that figure appear in more detail in Schedule I attached hereto and incorporated by reference herein. The utility ultimately agreed with that figure for rate base. It is appropriate and should be accepted. Cost of Capital Representatives from the Public Service Commission presented evidence on the issue of cost of capital. The utility presented no independent evidence on this issue but agreed with the position espoused by the Public Service Commission. Lands, Inc. of Rhinelander is the parent company of which the utility is a division, and consequently the capital structure of the parent company was appropriately employed. The capitalization consists of 56.58 percent debt and 43.42 percent equity, with a debt cost rate of 7 percent. The cost rate or appropriate return ascribed to the equity portion of the capital structure is 14.75 percent. Employment of this capital structure then results in a calculated weighted cost of capital or return on rate base of 10.36 percent. No evidence was offered in opposition to this demonstrated capital structure nor the ultimate rate of return on rate base derived therefrom. Thus, the use of this capital structure in this proceeding and the resultant return on the utility's rate base is appropriate and should be allowed. Revenue Requirement Schedule II, attached hereto and incorporated by reference herein, details the various operation and maintenance expenses, such as chlorine, electric power purchased, salaries and administrative expenses and others, as well as depreciation on invested plant, taxes other than income, and income taxes, for a total actual operating expense of $5,014.00. In order to achieve the appropriate 10.36 percent rate of return on rate base, a net operating income of $1,362.00 is required. Accordingly, the sum of the two figures demonstrates that a total annual operating revenue for the utility of $6,376.00 is necessary. This revenue figure represents an increase of $3,571.00 over the test year revenue actually received by the utility ($27,805.00), and which resulted in an operating loss posture for that test year. The above figures and calculations were essentially uncontroverted by the utility. Rate Structure At the time of the initial petition in this cause, the customers of the utility were unmetered and were charged a flat rate for water service. The Public Service Commission thereafter entered Order No. 8455 on August 29, 1979, ordering installation of water meters and implementation of a base facility charge rate design. In order to allow the Commission to obtain data on metered rates over a twelve-month time span, the utility also agreed to waive the eight- month time period during which a decision should be entered in the cause pursuant to Chapter 367.081(5), Florida Statutes. The meters were installed on March 1, 1979, thus the utility has in excess of a year's experience operating under the interim and metered rates. The rates thus put into effect for the test period produced annual revenues at the rate of $2,805.85. During this test period, the utility supplied water to an average of 46 single family residential customers and all customers are metered. Approximately 28 percent of all customers billed are seasonal, so that a substantial portion of their bills are for zero consumption. The interim rates were structured using the base facility charge (BFC) rate design. The rationale for this type of rate design is to establish a monthly charge whose foundation is based on the actual fixed cost of providing service to the residential customer. Such a charge provides coverage for expenses such as depreciation, an allocated portion of billing and collecting expense, property taxes, debt interest, maintenance of mains and services, etc. The amount of the charge is determined by an "equivalent residential connection" (ERC) formula, using a standard five-eights inch by three-quarter inch meter as the basis. There is no charge for gallonage consumed included in the framework of this base charge. The second portion of this type of rate structure is designed to establish a charge for the pumping, treating and delivery of the water to the customer. Thus, this additional charge would cover associated costs such as pumping expenses, treatment expenses, the unallocated portion of billing and collecting expenses, meter reading expenses, and other varying costs. The basic reason for such a charge is that each customer will thus pay his prorata share of the related facility cost necessary to provide service and then would pay for only the gallons actually consumed under the gallonage portion of the charge. This design helps alleviate the discriminatory charge problem associated with part-time residents, since such residents are required to pay their prorated share of the cost of providing service. Such an approach is an important factor in this utility's rate design since a substantial number of the customers are seasonal or part-time residents. The base facility charge rate design should thus be continued in the permanent rates. The utility is presently collecting a $30.00 per year "standing fee" for vacant lots. The Commission has in the past allowed the utility to collect this type of fee up to the amount of the actual meter installation charge. Thus, when a customer taps into the system, the meter installation charge is the difference between the charge and the fees previously collected for the vacant lot. The utility has requested increased meter installation charges. The present meter installation fees include the cost of the meter, the meter box, the labor and the cost of tapping into the water main. Such service availability charges should be divided into a meter installation fee and a tap fee. The meter installation fee would be in a fixed dollar amount representing the average cost incurred by the utility to install the meter, meter box, and the associated labor. (Rule 25-10(17), Florida Administrative Code.) The tap fee would then be the actual cost to the utility of tapping into the water main and extending the service pipeline from the main to the customer's installation. (Rule 25-10(22), Florida Administrative Code.) The Public Service Commission has agreed to the utility's request for the increased service availability charges and they should be allowed, separated into separate charges for meter installation and tapping fees.

Recommendation Accordingly, in consideration of the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the application of Lands, Inc. of Rhinelander, Route 1, Box 425-B1, Floral City, Florida 32636, be GRANTED and that that utility be authorized to receive gross annual revenues for its water service of $6,376.00, to be achieved by rates filed with and approved by the Public Service Commission. It is further RECOMMENDED: That the utility be required to adopt a base facility charge concept of rate design for its water rates and to make concomitant changes in its tariff. It is further RECOMMENDED: That service availability charges be increased and separated into two portions, a meter installation fee and a tap fee, with the meter installation fee to be a fixed amount representing the average cost incurred by the utility to install meters, meter boxes and attendant labor. The tap fee should he the actual cost to the utility of tapping into the water main in extending the service line from the main to the customer's residential installation. DONE and ENTERED this 3rd day of September, 1980, in Tallahassee, Florida. P. MICHAEL RUFF, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of September, 1980. COPIES FURNISHED: C. J. Parker Route 1, Box 425-B1 Floral City, Florida 32636 Arthur R. Shell, Jr., Esquire Public Service Commission Legal Department 101 East Gaines Street Tallahassee, Florida 32304

Florida Laws (2) 367.08143.42
# 4
WOOD, CAMPBELL, MILLER, ET AL. vs. THE DELTONA CORPORATION AND DEPARTMENT OF ENVIRONMENTAL REGULATION, 80-000961 (1980)
Division of Administrative Hearings, Florida Number: 80-000961 Latest Update: Jan. 07, 1981

The Issue This case presents two questions for consideration. The first question concerns the Petitioners' contention that the grant of the permit at issue must be considered contemporaneously with the matters of file in the application made by the Respondent, The Deltona Corporation, with the Respondent, State of Florida, Department of Environmental Regulation, File No. 64-24208, pending before the Department. From the point of view of the Petitioners, should this contemporaneous review process be afforded, then the current permit would not be granted due to the alleged deficiencies associated with the application, File No. 64-24208. The second question to be answered in this case concerns the dispute between the Respondents on the issue of water quality monitoring as a condition to granting the permit sought herein. The Respondent Department would have the applicant monitor in six lakes in the area of the project and the applicant would restrict its monitoring activity to three lakes in the project area. The Petitioners support the Department in its position on the monitoring question. 1/

Findings Of Fact The Respondent, The Deltona Corporation, has made application with the Respondent, State of Florida, Department of Environmental Regulation, to effect drainage system improvements to a land locked conveyance network which consists of the enlargement and regrading 990 lineal feet of existing channel cross- section and the installation of additional culverts and control structures at road crossings. The project also involves repairs and replacement of a damaged culvert. The work would be accomplished by land based equipment transported to the work site by existing overland routes. The excavated sand fill would be placed on upland property owned by The Deltona Corporation. The details of the project and data related to the geographical area may be found in the Joint Exhibit I admitted into evidence. The date of the application for permit is December 12, 1979. On January 25, 1980, the Department of Environmental Regulation sent out a notice of the pending review by the Department of the permit application. After receipt of that notice, attorney for the Petitioners, on February 12, 1980, wrote to the Department expressing the objection to the project made by property owners in the area of the project site, together with a list of those owners found in an attached Petition of owners' names and addresses. A copy of this letter and attached Petition may be found as Joint Exhibit No. VII admitted into evidence. Subsequent to the receipt of the statement of objections, the Department issued a construction permit dated April 30, 1980, subject to conditions. A copy of this permit may be found as Joint Exhibit No. VIII admitted into evidence. The Petitioners, through their counsel, then filed a formal petition dated May 6, 1980, which was the vehicle utilized in establishing the details of this dispute and was the basis for the Department Secretary forwarding the case to the Division of Administrative Hearings for consideration by a hearing officer in keeping with the provisions of Section 120.57, Florida Statutes. The hearing was conducted on October 16, 1980, and the Petitioners' position was more specifically defined in the course of that hearing and the claim as described in the issue statement of this order constitutes the substance of the Petitioners' position. 2/ Joint Exhibit No. I; petitioners' Exhibit No. 1 and Respondent Deltona's Exhibits 1, 2 and 4 constitute sketches and aerial photographs of the general project area. Joint Exhibit No. 1 identifies the work area with more particularity. Respondent's Exhibit No. 2 indicates the desired flow pattern of the water through the various lake systems and indicates whether the flow is by gravity flow or pump flow. This drawing depicts the proposed channels and structural improvements that would be involved. The Department has indicated that all the regulatory concerns which it has about the project associated with Permit No. 64-26478-4E, the permit in question, have been adequately addressed, subject to the conditions set forth in the permit document. Joint Exhibit Nos. V and VI; Respondent Deltona's Exhibit Nos. 5, 6 and 7; and the Petitioners Exhibit No. 2 are exhibits pertaining to water quality concerns, to include sample results. The testing and other information provided indicates that the project as contemplaced, would meat the regulatory parameters set forth in Chapter 403, Florida Statutes, and Chapters 17-3 and 17-4, Florida Administrative Code. The Department in expressing its concern that continued water quality monitoring be conducted has indicated that it feels that future periodic monitoring should be done in Jenkins Pond, Lake Big, Lake Diana, McGarity Lake, Sidney Lake and Lake Mitnik. The Respondent Deltona would only conduct this monitoring in the first three lakes named. By looking at the Respondent Deltona's Exhibit No. 2, it could be seen that all of the aforementioned lakes would be in the same basic flow pattern. Of the system of lakes, the area around McGarity Lake is the most highly developed and and has the greatest potential for causing unacceptable pollution. That pollution could be carried through the other lakes within the system as described in view of the potential of the system, if the project is built, to convey a greater volume of water at a higher rate of flow. A more expansive water quality monitoring system within six lakes as opposed to three lakes would increase the opportunity to discover potential hazards from pollutant at an earlier data. This is particularly so by using lakes such as McGarity Lake where there is a higher level of developmental build-out.

Florida Laws (1) 120.57
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SEMINOLE UTILITY COMPANY vs. PUBLIC SERVICE COMMISSION, 80-001375 (1980)
Division of Administrative Hearings, Florida Number: 80-001375 Latest Update: Jun. 15, 1990

The Issue Whether Petitioner's application to increaseits water and sewer rates to its customers in Seminole County should be granted.

Findings Of Fact Based upon the evidence presented at hearing, including consideration of the demeanor and credibility of witnesses, the following facts are determined: I. Application and Retroactive Implementation of Interim Rate Increase By its application, the UTILITY, seeks to increase its water revenue to $158,890, and its sewer revenue to $83,830, by increasing service rates to its customers in Winter Springs, Seminole County, Florida. During the test year ending September 30, 1979, the UTILITY suffered combined losses from its water and sewer operation of $420,692. This is the first rate increase requested by the UTILITY since its inception in 1973. On April 24, 1980, the COMMISSION issued Order No. 9344 which suspended the UTILITY's proposed rate increases but granted it an interim increase under bond. The UTILITY was directed to file revised tariff pages containing residential and general service rates which would allow it to earn total annual gross revenue for water service of $139,277 and total annual gross revenues for sewer service of $83,830. The Order also stated: ". . .that the rate increase contained herein shall become effective for all bills on or after thirty (30) days after the date of this order. . . (Testimony of Blair, Fabelo; P.E. 1, 2, R.E. 3.) The UTILITY implemented the interim rate increase, within its normal billing cycle, on the June 2, 1980, water and sewer service bills. However, these bills were based on meter readings taken on May 10, 1980, for service provided from April 10 to May 10, 1980. Thus, the UTILITY increased its rates to its customers fourteen (14) days prior to April 24, 1980, the effective date of the COMMISSION's order authorizing such increase. The UTILITY's action was, however, taken in good faith, and based on a COMMISSION staff member's representation that the interim rates could properly be included in the June billing. The amount of revenues received from the interim rate increase and collected prior to the effective date of Order No. 9344 is approximately $8,700. (Testimony of Fabelo, Blair; P.E. 1, R.E. 3.) However innocently imposed, the UTILITY's action constitutes improper retroactive ratemaking. The UTILITY should refund to customers of record during the period in question their pro-rata share of revenues collected by the retroactive rate increase. The amount of each refund will depend on the amount of water consumed and paid for during the period of retroactive rates-- approximately April 10 through April 24, 1980. The UTILITY may minimize costs by distributing the refunds as separately itemized credits on its regular service bills. (Testimony of Fabelo; R.E. 3.) II. Factors Relevant to Ratemaking In determining whether a rate increase is justified, the COMMISSION must consider several factors, including (1) quality of service, (2) rate base, (3) a fair rate of return on the utility's investment, and (4) operation and maintenance expenses; each is separately addressed below. (Testimony of Asmus, Lowe.) III. Quality of Service During 1979, several customers of the UTILITY experienced occasional low water pressure in their homes. It is likely that these water pressure problems were caused by fluctuating amounts of electricity supplied the UTILITY by Florida Power Corporation. The UTILITY has recently installed an electronic control panel and Florida Power has installed a direct transmission line to the UTILITY in order to prevent this from reoccurring in the future. Several times during 1980, the UTILITY had its water service interrupted due to a cable-TV company cutting its water lines while laying cable; repairs, however, were quickly made. Few customer complaints have been made to regulatory agencies concerning the quality of the water and sewer service provided by the UTILITY: one complaint on water service was made to the Florida Department of Environmental Regulation in 1979, and subsequently determined to he unfounded; no complaints were made to the Department concerning sewer service. Although several customers testified that the water sometimes caused irritation, tests show that the water meets Florida and federal safe drinking water standards. The sewage treatment provided by the UTILITY also complies with state and federal requirements. The water and sewer service is, therefore, determined to he of satisfactory quality. (Testimony of Blair, Bostwick, Customers.) IV. Rate Base A regulated utility is entitled to an opportunity to earn a fair rate of return on its investment in plants and facilities which are used and useful in providing water and sewer service to the public. The utility investment is referred to as "rate base". Here, the average water and sewer rate base for the UTILITY's test year ending September 30, 1979, is calculated as follows: AVERAGE RATE BASE WATER SEWER Utility Plant in Service $847,287 2/ $1,218,363 Utility Plant held for Future Use (271,153) (608,476) Accumulated Depreciation (82,099) (97,306) Contributions in Aid of Construction (183,749) 3/ (178,456) 3/ (CIAC)--Net Allowance for Working Capital 11,983 4/ 11,851 TOTAL RATE BASE $322,627 $ 354,433 (Testimony of Blair, Asmus, Heiker, Lowe; Respondent's Proposed Findings of Fact and Conclusions of Law, Pg. 3; P.E. 4, R.E. 2.) V. Rate of Return A fair rate of return is the percentage factor that, when multiplied by the rate base, produces revenue that will pay the costs of capital--interest on debt to lenders, and return on equity to stockholders. In this case, after considering the UTILITY's capital structure and that of its parent company, Gulfstream Land and Development Corporation, the parties stipulated that a fair rate of return is determined to be 12.40 percent, and is calculated: COST OF CAPITAL Test Year Ending September 30, 1979 COMPONENT RATIO COST RATE WEIGHTED COST Common Equity 33.3 percent 15.50 percent 5.16 percent Long-Term Debt 53.0 13.67 7.24 Cost-Free Capital 13.7 -0- -0- TOTAL 100.0 percent Midpoint 12.40 percent (Testimony of Lowe, Asmus; Joint Stipulation of Parties, Joint Exhibit 2; P.E. 10.) VI. Operations and Maintenance Expenses The adjusted operation and maintenance expenses, including depreciation and taxes, of the UTILITY for the test year are set out below: CONSTRUCTED STATEMENT OF OPERATIONS Test Year Ending September 30, 1979 WATER SEWER Operating Revenues: $160,531 5/ $83,830 5/ Operating Expenses: Operation 84,275 6/ 90,480 7/ Maintenance 11,586 4,324 Depreciation 12,219 16,014 Taxes Other than Income Tax 7,330 8/ 4,581 8/ Provision for Income Taxes 9,786 9/ -0- TOTAL EXPENSES $125,196 $115,399 Operating Income (Loss): $35,334 ($31,569) (Testimony of Asmus, Lowe; COMMISSION's Proposed Findings of Fact; P.E. 10, R.E. 1.) The depreciation expense indicated above includes an adjustment of $2,015 (water) and $6,788 (sewer) proposed by the UTILITY as a result of a rate base adjustment which properly reclassified plant balances to their proper month. The UTILITY had inadvertently posted plant additions to a year-end entry, rather than to the months the additions were completed. At hearing, the COMMISSION agreed to the rate base adjustment and agreed, "in principle", to the UTILITY's proposed correlative adjustment to depreciation expense. However, in its posthearing Proposed Findings of Fact, the COMMISSION's counsel disputed the UTILITY's adjustment, and offered a substitute adjustment: ". . .However, in actual calculation, the. . . [COMMISSION] disagrees. The utility's adjustment does not consider used and useful as applied to the expense. In addition, the. . . [UTILITY's] adjustment includes expense on pro-forma plant. The. . .[COMMISSION's] calculation considers these adjustments. (Pg. 4, Paragraph D.) Because factual issues are difficult to resolve by posthearing submittal, evidence should be presented at hearing, where it is subject to cross- examination and rebuttal. At hearing, the COMMISSION did not object to the depreciation expense adjustment presented by the UTILITY; neither did it cross- examine to elicit the method used for its calculation nor move for a continuance based on surprise or inability to adequately verify the UTILITY's figures. Rather, it chose to defer examination of and rebuttal to the UTILITY's evidence until after the conclusion of hearing. Under such circumstances, the COMMISSION's posthearing submittal is insufficient to overcome the competent evidence adduced by the UTILITY. (Testimony of Asmus, Lowe; Respondent's Proposed Findings of Fact, Pg. 3, 4; P.E. 10.) VII. Tariff Modifications By its application, the UTILITY also requested COMMISSION approval of proposed water and sewer tariff modifications. By stipulation of the parties, the following modifications to the UTILITY's tariffs are warranted: The initial connection charge and reconnect charge on delinquent accounts is TEN AND NO/100 DOLLARS ($10.00) during working hours and FIFTEEN AND NO/100 DOLLARS ($15.00) after working hours. Customer deposit shall be FIFTY AND NO/100 DOLLARS ($50.00) for both water and sewer service and TWENTY-FIVE AND NO/100 DOLLARS ($25.00) for either water service alone or sewer service alone. Customer deposits may be increased to the foregoing sums on delinquent accounts after giving thirty (30) days' written notice, which notice shall be separate and apart from any bill for service. (Testimony of Fabelo; Prehearing Stipulation; P.E. 1, R.E. 3.) VIII. Rates The UTILITY seeks, and the COMMISSION recommends approval of these specific rates and charges: WATER RATES RESIDENTIAL RATES Base facility charge per month based on meter sizes for zero consumption. METER SIZE 5/8" x 3/4" $ 5.00 1" 12.50 1-1/2" 25.00 2" 40.00 Gallonage Charge-Per 1,000 gallons .75 General Service Base Facility charge per month based on meter sizes for zero consumption. METER SIZE 5/8" x 3/4" $ 5.00 1" 12.50 1-1/2" 25.00 2" 40.00 3" 80.00 4" 125.00 Gallonage Charge-Per 1,000 gallons .75 SEWER RATES RESIDENTIAL RATES Base facility charge per month $ 5.00 First 10,000 gallons-Per 1,000 gallons .75 Over 10,000 gallons-Monthly flat rate 12.50 General Service Base facility charge per month based on motor size for zero consumption. METER SIZE 5/8" x 3/4" 5.00 1" 12.50 1-1/2" 25.00 2" 40.00 3" 80.00 4" 125.00 Gallonage Charge-Per 1,000 gallons .75 These requested rates are structured using a base facility charge (BFC) rate design. This rate design requires customers to pay: (1) their pro-rata share of the UTILITY's fixed facility costs, and (2) a charge for pumping, treating, and delivering the actual water gallonage consumed, by 1,000 gallon increments; it equally distributes the costs of providing utility service and the COMMISSION encourages its use. (Testimony of Fabelo; Respondent's Proposed Findings of Fact; P.E. 1, P.E. 3.) These rates proposed by the UTILITY will generate water revenues of $158,890 and sewer revenues of $58,865, which provide a rate of return on water rate base of 10.52 percent, and a zero return on sewer rate base. Combined water and sewer operations will earn a rate of return of .35 percent, whereas a fair rate of return in this case has been stipulated to be 12.40 percent. Although the proposed rates will not provide the UTILITY with a fair return, the quality of its present water and sewer service will not suffer, or be decreased in any manner. (Testimony of Blair, Asmus; P.E. 10.)

Conclusions The water and sewer rate increases and tariff modifications requested by Petitioner are just, reasonable, not unjustly discriminatory, and should be granted. Although the rates will provide less than a fair return, it has not been shown that Petitioner's service will suffer. Petitioner's collection of interim rate increases from its customers prior to the effective date of Order No. 9344 violates Section 367.081(1), Florida Statutes (1979); all revenue so collected should be refunded to its customers. Revised tariff pages should be filed, a letter explaining the rate increases should be sent to Petitioner's customers, and the Petitioner's letter of credit, returned.

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the UTILITY's application for approval of the rates specified in Paragraph 11, infra, be granted; That the UTILITY be required to submit, for COMMISSION approval, revised tariff pages containing the new rates and rate structure; That the UTILITY be required to send to its customers a letter, approved in form by the COMMISSION, explaining the rate increases and reasons therefore; That the irrevocable letter of intent drawn on the Pan American Bank, dated May 3, 1980, be returned to the UTILITY and the bank releaned thereafter; That the tariff modifications contained in Paragraph 10, infra, be approved; and That the UTILITY be required to expeditiously refund to its customers the interim rate increases collected prior to the effective date of PSC Order No. 9344. DONE AND ENTERED this 24th day of November, 1980, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675

Florida Laws (3) 120.57367.0817.24
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PASQUALE MORRONE vs CENTURY UTILITIES, INC., 90-000407 (1990)
Division of Administrative Hearings, Florida Filed:West Palm Beach, Florida Jan. 22, 1990 Number: 90-000407 Latest Update: Jul. 27, 1990

The Issue The issue in this case is whether the Petitioner's water bill in the amount of $795.14 for the period of December 3, 1988, to January 7, 1989, should be reduced to his customary monthly bill of approximately $12.00.

Findings Of Fact Mr. Pasquale Morrone owns an apartment in the Century Village complex in West Palm Beach, Florida, and is a customer of Century Utilities, Inc., a water utility whose certificated territory includes Century Village. Mr. Morrone's normal monthly water bill is approximately $12.00. For the service period of December 3, 1988, to January 7, 1989, Mr. Morrone received an abnormally high water bill in the amount of $795.14, representing 322,750 gallons of use. During the service period of December 3, 1988, to January 7, 1989, neither Mr. Morrone nor anyone else was in his Century Village apartment. As a result of Mr. Morrone's complaint about the high bill, his water meter was removed and tested. The tests revealed that the meter performed within the accuracy standards prescribed by the Florida Public Service Commission in Rule 25- 30.262, Florida Administrative Code. The water meter at Mr. Morrone's apartment accurately measured the water passing through the meter during the subject billing period. There was no error in reading the meter at Mr. Morrone's apartment. The meter at Mr. Morrone's apartment did not "skip" to a higher number, or otherwise malfunction. In view of the manner in which water meters are designed, water meters cannot register a flow of water unless a flow is actually going through the meter. The large amount of water passing through the meter at Mr. Morrone's apartment during the subject billing period was caused by the flapper valve on Mr. Morrone's toilet remaining open. Mr. Morrone did not shut off the water supply to the toilet in his Century Village apartment before leaving the apartment in November of 1988, even though it is often his practice to do so. The large amount of water usage during the subject billing period was not caused by a leak in the pipes. If a toilet flapper valve malfunctions and remains open during a one- month period it is possible for more than 322,750 gallons of water to flow through the toilet tank. If a flapper valve malfunctions and remains open, it is also possible for the flapper valve to eventually fall shut and stop the flow of water. Century Utilities, Inc., has an established policy for dealing with complaints about high water bills. The policy provides for reducing high bills under some circumstances. Pursuant to this policy, Century Utilities, Inc., sent Mr. Morrone an adjusted bill for the period in question. The adjusted bill was in the amount of $414.36.

Recommendation On the basis of all of the foregoing, it is RECOMMENDED that the Florida Public Service Commission enter a final order in this case denying the relief sought by Mr. Morrone, and concluding that the adjusted bill in the amount of $414.36 is a correct bill for the subject billing period. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 27th day of July 1990. MICHAEL M. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of July 1990. APPENDIX TO RECOMMENDED ORDER The following are my specific rulings on all proposed findings of fact submitted by all parties. Findings proposed by Petitioner: Paragraphs 1 and 2: Accepted. Paragraph 3: First clause accepted; second clause rejected as not supported by persuasive competent substantial evidence. Paragraph 4: Accepted with regard to December 1988. Rejected with regard to January 1989, because not supported by persuasive competent substantial evidence. It is most unlikely that the neighbor sent to check for running water in January 1989 did so without touching any faucet or toilet handles. Paragraph 5: Rejected as irrelevant because water could flow in the Petitioner's apartment without the neighbor being aware of it. Paragraph 6: Rejected as contrary to the greater weight of the evidence; the cause of the high water bill was an open flapper valve in Petitioner's toilet. Paragraph 7: Rejected as constituting a conclusion of law; specifically, a conclusion not warranted by the evidence. Findings proposed by Respondent: Paragraphs 1, 2, 3, and 4: Accepted in substance with some unnecessary details omitted. Paragraphs 5, 6, 7, and 8: Rejected as subordinate and unnecessary details and as constituting argument. Paragraphs 9 and 10: Rejected as primarily constituting arguments rather than proposed facts. Paragraph 11: Accepted in substance with some unnecessary details omitted. Paragraph 12: Rejected as primarily constituting arguments rather than proposed facts. Paragraph 13: Accepted in substance. Paragraph 14: Rejected as constituting subordinate and unnecessary details and arguments. Paragraphs 15, 16, and 17: Accepted in substance with some unnecessary details omitted. Findings proposed by Intervenor: All of the findings proposed by the Intervenor are accepted. Copies furnished: Jeffrey S. Gerow, Esquire Drexel Building, Suite 101 5554 North Federal Highway Fort Lauderdale, Florida 33308 Mr. Gary Mishoe Century Utilities, Inc. Post Office Box 170569 West Palm Beach, Florida 33417-4384 James R. Frier, Staff Counsel Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0863 David Swafford Executive Director Public Service Commission Room 116 101 East Gaines Street Tallahassee, Florida 32399-0850 Susan Clark General Counsel Public Service Commission Room 212 101 East Gaines Street Tallahassee, Florida 32399-0850 Steve Tribble Director of Records and Recording Public Service Commission Room 116 101 East Gaines Street Tallahassee, Florida 32399-0850

Florida Laws (1) 120.57 Florida Administrative Code (2) 25-30.26225-30.340
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MAGNOLIA VALLEY SERVICES, INC. vs. PUBLIC SERVICE COMMISSION, 80-002032 (1980)
Division of Administrative Hearings, Florida Number: 80-002032 Latest Update: Jun. 05, 1981

The Issue Whether, and to what extent, Magnolia Valley Services, Inc., should be allowed to increase its water and sewer service rates.

Findings Of Fact Based on the evidence presented at hearing, the following facts are determined: I. The Application By application filed on August 14, 1980, APPLICANT sought authority to increase its water and sewer rates, on an interim and permanent basis, in amounts sufficient to produce $60,847 in annual gross water revenues, and $100,768 in sewer revenues. By Order No. 9571 dated September 30, 1980, the COMMISSION authorized an interim sewer revenue increase, under bond, of $8,205, and denied an interim increase in water revenues. The COMMISSION has approved APPLICANT's use of a test year ending December 31, 1979. At hearing, the APPLICANT amended its application by reducing its requested water revenues to $50,287, and increasing requested sewer revenues to $101,522. (Testimony of Gregg, Prehearing Statement; P-4.) II. Depreciation Rate Depreciation is a method of allocating the cost of fixed assets to their estimated useful life. As an above-the-line operating expense, it affects a utility's net operating income; by its impact on accumulated depreciation of plant-in-service and accumulated amortization of contributions-in-aid-of- construction, it also effects calculation of rate base. (Testimony of Walker, Gregg; P-3, R-1.) The COMMISSION has promulgated no rules as guidelines which establish generally, or in particular, the useful life of utility assets or the method by which their depreciation should be calculated. In practice, however, it has allowed utilities to apply a straight-line 2.5 percent depreciation rate and a 40-year useful life to all depreciable assets. Any deviation from this 2.5 percent across-the-board rate must be justified by the utility. (Testimony of Heiker.) Here, the APPLICANT proposes depreciation rates which vary according to the estimated useful life of the plant or equipment involved. In contends that its shorter estimates of useful life of specific assets reflect reality and actual experience more accurately than an across-the-board 40-year life standard. For example, rate meters are routinely replaced on a 20-year basis and lack of reserve capacity and changing voltages have substantially reduced the expected life of electrical motors and equipment. The APPLICANT's estimates of useful life were established by the opinion of a utility consultant and engineer whose qualifications went unchallenged by the COMMISSION; no competent evidence was offered to discredit or rebut his conclusions. The COMMISSION's engineer candidly admitted that depreciation "is really a nebulous thing," (Tr. 64) and declined to assert that the APPLICANT's depreciation schedules were erroneous. (Tr. 69.) The COMMISSION disputed the APPLICANT's depreciation schedules by referring to an unpublished 1973 staff memorandum retained at the agency's offices and not produced at hearing. That memorandum purportedly adopted 1973 depreciation rates developed by the American Water Works Association. Upon motion of APPLICANT, testimony concerning the contents of that memorandum was subsequently stricken. The COMMISSION engineer also testified that he was unfamiliar, even generally, with how the American Water Works Association's depreciation rates were derived. In light of the quality of the evidence presented of record, the APPLICANT's depreciation rates (including estimated useful life) are accepted as persuasive. (Testimony of Heiker, Gregg; P-1, P-3.) III. Attrition Allowance The APPLICANT seeks to include in operating expenses an attrition allowance of $1,992 for water and $8,161 for sewer operations based on alleged attrition it experienced between 1975 and 1979. It defines attrition as increased annual expenses which cannot be recovered at the time they are incurred. The COMMISSION opposes the requested attrition allowance on the grounds that: (1) the attrition study performed by the APPLICANT is unreliable, and (2) that the recent enactment of Section 367.081(4), Florida Statutes (Supp. 1980), which allows the passing through of certain increased expenses to customers, eliminates the need for a special attrition allowance. (Testimony of Gregg, Walker; P-2.) The COMMISSION's position is well taken. First, a major portion of the cost increases experienced by the APPLICANT in the past will be able to be passed through to its customers pursuant to Section 367.081, Florida Statutes (Supp. 1980). 2/ Those costs include increased power costs and ad valorem taxes. The APPLICANT responds that Section 367.081(4), supra, will not enable it to fully recover increasing expenses when they occur because rates may be adjusted, based on increased operating costs, not more than twice a year. Section 367.081(4)(e), supra. However, this new law should be implemented before it is pronounced inadequate to fulfill its purpose. Experience may show that major costs increase sporadically, or at predictable cycles, which facilitate carefully timed rate increases under Section 367.081(4), and that two such increases a year may prove fully adequate. (Testimony of Gregg, Walker; P- 2, R-1.) Secondly, the attrition study (P-2) submitted by the APPLICANT does not reasonably justify, or provide a reliable basis for projecting an attrition rate into the future. The 1975-1979 historical cost increases have not occurred at a constant rate. The 1979 increase in water operation costs was less than one- half of the average increase experienced between 1975 and 1979; in sewer operations, the 1979 cost increases were less than one-third of the four-year average. Moreover, a major factor in increased sewer costs was the 1978 conversion to a spray irrigation, total retention, sewage treatment system. Since this system meets the 1983 federal Clean Water Act standard of no- discharge, it is unlikely that increased operational costs relating to treatment changes will continue to occur. In short, the 1975-1979 historical cost increases of APPLICANT have been sporadic and do not support an assumption that they will continue to occur at the same rate. To include an attrition allowance based on such an assumption would be unwarranted. (Testimony of Gregg, Walker; P-2, R-1.) IV. Allowance of an Undocumented Operating Charge The APPLICANT proposed a $600 sewer expense item which was opposed by the COMMISSION because of lack of documentation. In response, the APPLICANT submitted--immediately prior to hearing--a cancelled check in the amount of $1,000. The discrepancy between the two amounts remains unexplained. Such action falls short of providing adequate documentation, and the proposed $600 sewer expense item must therefore be rejected. See, 25-10.77, FAC. V. Elements of Ratemaking and Applicant's Gross Revenue Requirements The parties agree: (1) that 14.5 percent is a fair and reasonable rate of return on rate base and reflects the actual cost of capital to APPLICANT; that the new rates should be designed in accordance with the base facility design concept, and that the quality of APPLICANT's water and sewer service is satisfactory. The remaining elements of ratemaking--rate base and net operating income--are not in dispute, and are depicted below: 3/ RATE BASE Test Year Ended 12/31/79 Water Sewer Plant in Service Accumulated $269,887 $511,200 Depreciation $(37,384) 4/ $(54,685) Net Plant $232,503 $456,515 Contributions in Aid of Construction (179,251) (360,055) Accumulated Amortization 22,421 Net Contributions in Aid of 4/ 41,231 4/ Construction (156,830) (318,824) Working Capital 3,515 7,082 TOTAL $ 79,188 $144,773 OPERATING STATEMENT Test Year Ended 12/31/79 Water Sewer Operating Revenues $53,300 $72,608 Operating Expenses: Operations 25,552 45,353 Depreciation 3,848 5/ 4,876 5/ Maintenance 2,572 6/ 11,306 6/ Amortization 1,439 Taxes Other Than Income 4,654 7/ 8,338 7/ TOTAL Operating Expenses $36,626 $71,312 Net Operating Income$16,674 $ 1,296 By applying a 14.5 percent rate of return against a rate base Of $79,188 for water and $144,773 for sewer, it is concluded that the APPLICANT should be allowed an opportunity to earn a return, or net operating income of $11,482 for water and $20,992 for sewer. Annual gross revenues of $48,108 (water) and $92,304 (sewer) are required to produce such a return--resulting in a net annual reduction of water revenues of $5,192 and a net increase of $19,696 in sewer revenues. VI. Interruption of Service Treatment Without Advance Notice Although the overall quality of its service has been adequate, infra, the APPLICANT has unnecessarily inconvenienced customers by interrupting water service without advance notice. These interruptions were planned in advance and not made on an emergency basis. The APPLICANT failed to adequately explain or excuse its failure to give timely notice. (Testimony of Pepper.)

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That Magnolia Valley Services, Inc., be authorized to file new rates structured on the base facility charge concept and designed to generate gross annual revenues of $48,108 for water operations and $92,304 for sewer operations, based on the average number of customers served during the test year. It is further RECOMMENDED that the utility be directed to strictly comply in the future with Section 25-10.56, Florida Administrative Code, by giving advance notice of service interruptions which are not emergency in nature. DONE AND ORDERED this 1st day of April, 1981, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 1st day of April, 1981.

Florida Laws (3) 120.57367.08190.801
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VINCENT M. PAUL vs DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES, 92-000159 (1992)
Division of Administrative Hearings, Florida Filed:Jacksonville, Florida Jan. 09, 1992 Number: 92-000159 Latest Update: Jul. 03, 1993

The Issue The issues are: (1.) Whether Respondents' request for variance from requirements of Rule Chapter 10D-6, Florida Administrative Code, should be granted. (2.) Whether Respondents are guilty of violation of certain provisions of Chapter 381 and Chapter 403, Florida Statutes, and Rule Chapter 10D-6, Rule Chapter 17-550, and Rule Chapter 17-555, Florida Administrative Code, regulating the operation of onsite sewage disposal systems.

Findings Of Fact Respondent V.M.P. Corporation (VMP) operates a lounge known as Stud's Pub in Jacksonville, Florida. Licensed for 75 seats, the lounge actually contains 50-55 seats and employs five people full time. Additionally, 10-15 independent entrepreneurs known as dancers may be present at times. The dancers are not employees of Respondents. Less than 25 people, other than patrons, are present at the facility at any time. Respondent Vincent M. Paul (Paul) owns the facility and the corporation. The lounge is on lots that were platted prior to 1972. Petitioner is the statutory entity with authority for granting variances for onsite sewage disposal systems regulated by Petitioner pursuant to provisions of Section 381.0065(8)(a), Florida Statutes (1991). The lounge is serviced by a septic tank with a drainfield which is covered by an asphalt parking lot. The portion of the parking lot over the drainfield is bounded to the west by a dirt city street, to the north by other pervious surfaces, to the east by the lounge and to the south by the remainder of the asphalt parking lot. A sign on the premises which advertises the business is protected from automobile traffic by concrete barriers. The septic tank system and drainfield were installed prior to 1972 by a previous owner. Respondent Paul retrofitted the septic tank system after 1972. Respondent Paul was responsible for paving over the drainfield after he purchased the property. Petitioner's representatives inspected the lounge, determined the drainfield to be covered by the asphalt parking lot and requested Respondents to remove the asphalt covering. Respondents requested a variance pursuant to Rule 10D Administrative Code, for the asphalt covered drainfield and other deficiencies of the onsite sewage disposal system. Petitioner's review board recommended denial of the request on the basis that the variance would not constitute a "minor deviation" from rule requirements. Although the term is not defined by Petitioner's rule, Petitioner's usage of this term was the result of the consideration by Petitioner's review board of the application for variance within the context of Section 385.0065(8)(a), Florida Statutes, which authorizes Petitioner to grant variances only where the hardship is not intentionally caused by the applicant, where no reasonable alternatives exist and where no evidence of adverse effect upon public health or ground and surface waters is demonstrated. Respondent has no record of failure of the septic tank or drainfield. Water samples from the onsite potable water well filed with Petitioner tested below detectable limits for nitrates and coliforms, the only parameters Petitioner is required to analyze. Respondents' records of water flow or usage from the well into the lounge show daily flow rates of between 320 and 580 gallons, with an average rate of between 450 and 480 gallons. Respondent Paul is responsible for the installation of an unpermitted chlorinator on the water supply system which provided actual flow information. The only onsite water well has no grout sealant. It is the only well of which the parties are aware that lies within 100 feet of the septic system. The potable water well is located approximately 42 feet from the edge of the covered drainfield. The well head does not extend above line surface and there is no concrete pad around the wellhead. The exact depth of the well is unknown, although the well is located upgradient of the drainfield and a nearby junkyard. Denial of the variance would require that Respondents uncover the drainfield since there is no practically available offsite sewage system currently available. Soil in the area of the drainfield is classified as well- draining sand. Due to the impervious surface covering the drainfield, Petitioner's representative was unable, during his inspection, to discern any symptoms of drainfield failure in the form of "blow field should be totally unobstructed to allow aerobic processes to take place in the drainfield which will permit the breakdown of contaminants. A portion of Respondents' 1200 gallon septic tank is located partially under and immediately adjacent to Respondents' facility. A dousing tank which retains liquid waste and operates as part of the septic system is also totally covered by the asphalt pavement. Although there has been no detectable failure of the system, every eight or nine months Respondents have the septic tank and dousing tank pumped out. The tanks never get full.

Recommendation Based on the foregoing, it is hereby Recommended that a final order be entered by Petitioner denying the variance requested by Respondent with exception of such minimal distance as may be required to relocate the water well as far as possible from the drainfield on the Respondent property, and, Further Recommended that such final order also assess Respondent Paul an administrative penalty of $500 for each of the four violations contained in the Administrative Complaint which were proven in this proceeding for a total of $2000, and a continuing assessment of $500 per day for each violation for a total of up to $2000 per day after first allowing Respondents a 60 day period within which to correct all four violations. DONE AND ENTERED this 3rd day of May, 1993, in Tallahassee, Leon County, Florida. DON W. DAVIS Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of May, 1993.

Florida Laws (3) 120.57381.0061381.0065
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MANGONIA PARK UTILITY COMPANY, INC. vs. PUBLIC SERVICE COMMISSION, 80-002082 (1980)
Division of Administrative Hearings, Florida Number: 80-002082 Latest Update: Jun. 15, 1990

The Issue Whether Petitioner's application to increase its water and sewer rates to its customers in Palm Beach County should be granted; and Whether Petitioner failed to comply with Florida Public Service Commission Orders Nos. 0924 and 8382 directing Petitioner to comply with information submission requirements in connection with its application for rate increase. CONCLUSIONS and RECOMMENDATION Petitioner's rate increase request should he granted in accordance with the findings in this recommended order. Such rates are just, reasonable, not unjustly discriminatory and consistent with Section 367.081, Florida Statutes (Supp. 1980) Commission Orders No. 8924 and 0382 did not, by their terms, direct Petitioner to comply with minimum filing requirements by a date certain. Therefore, Petitioner's lengthy and unexcused delay in complying with such requirements does not constitute a violation of the Orders.

Findings Of Fact Background In May, 1978, Petitioner, Mangonia Park Utility Company ("UTILITY"), filed with the Respondent, Florida Public Service Commission ("COMMISSION"), applications to increase, on an interim basis, its sewer and water rates to its customers in Palm Beach County, Florida. By Order Nos. 8924 and 8382, issued on June 21 and July 7, 1978, respectively, the COMMISSION suspended the proposed rates, approved interim water and sewer rate increases, found that the UTILITY's application did not comply with the COMMISSION's minimum filing requirements, and acknowledged the UTILITY's statement that it would file an application which meets filing requirements by September 1, 1979. Between November, 1979, and April, 1980, the UTILITY supplied additional information but did not fully comply with the minimum filing requirements. On May 15, 1980, the COMMISSION issued an Order requiring the UTILITY to show cause why the interim rates should not be repealed and monetary penalties imposed for the UTILITY's alleged failure to comply with Order Nos. 8924 and 8382. The question of the UTILITY's compliance with those Orders was set to be heard in conjunction with its rate increase application. It was not until May 29, 1980 that the UTILITY submitted a completed application and complied with the minimum filing requirements. On November 5, 1980, the COMMISSION forwarded this case to the Division of Administrative Hearings for the assignment of a Hearing Officer to conduct a formal Section 120.57 hearing. This case was then set to be heard on January 21, 1981. At hearing, the UTILITY called Philip D. Mitchell and Boyd D. Ellis as its witnesses and offered Petitioner's Exhibits No. 1 through 6 into evidence. On February 16, 1981, the COMMISSION timely submitted its proposed findings of fact and conclusions of law. (Testimony of Willis, Ellis, P-2, R-1). II Rate Increase Application The UTILITY owns and operates water treatment facilities consisting of three wells, two pumps, a lime softening unit, and two storage tanks. Since April, 1979, the City of Riviera Beach has provided treatment to the UTILITY's sewage. The UTILITY's sewage facilities now consist of a master lift station, pumps, and sewage lines. The approved test period for this rate proceeding is the twelve months prior to June 30, 1979. During the test year, the UTILITY provided water service to 113 residential customers, 49 general service customers, and one multiple dwelling customer; it provided sewer service to 75 residential customers, 47 general service customers, and one multiple dwelling customer. As a result of its analysis of the UTILITY's application, together with its books and facilities, the COMMISSION proposed various adjustments, almost all of which were accepted and agreed to by the UTILITY. At hearing, issues involving the UTILITY's request for pro forma salary adjustments and recovery for income tax liability were eliminated when it withdrew its request. The only factual issue which remains concerning the requested rate increase is the useful life and depreciation rate which should be applied to the UTILITY's plant and equipment. Useful Life and Depreciation Rate The COMMISSION contends the standard 40-year useful life with a 2.5 percent depreciation rate is appropriate; the UTILITY contends that such a depreciation rate does not take into account changing technology and obsolescence, and that a 25 to 30-year useful life with a 3.3 to 4 percent depreciation rate is more appropriate. The UTILITY acknowledged that the determination of useful life of utility equipment required engineering judgment. However, it presented no testimony by a qualified engineer on the subject. Its evidence consisted solely of its accountant's long- standing "conceptual objection" to use of a 40-year useful life for utility plants. The only competent and credible evidence on the question was presented by the COMMISSION. Its qualified engineer testified that he conducted an on-site independent study of the UTILITY plant and concluded that, in this instance, a 40-year useful life, with a 2.5 percent depreciation rate, was appropriate. In view of the foregoing, it is determined that a 40-year useful life, with a 2.5 percent depreciation rate, should be applied against the UTILITY's plant. (Testimony of Mitchell, Munt). Having thus determined the appropriate depreciation rate for use in this case, the parties have agreed to the following rate- making factors: Rate Base The adjusted test year rate base for the UTILITY's water system is $210,799; the rate base for its sewer system is $65,151. Both are calculated below: RATE BASE TEST YEAR ENDED 06/30/79 WATER SEWER Utility Plant in Service $ 386,611 $ 287,939 Plant Held For Future Use -0- (3,750) Acquisition Adjustment 18,990 -0- Accumulated Depreciation (42,485) (28,541) Amortization of Acquisition Adjustment (4,600) -0- Contribution in Aid of Construction (Net of Amort.) (154,349) (203,069) Working Capital Allowance 6,632 12,572 Income Tax Lag -0- -0- Rate Base 210,799 65,151 (Testimony of Willis, Mitchell, R-3) Net Operating Income The UTILITY's adjusted operating income for the test year - a $15,673 loss (water) and a $46,837 loss (sewer) - together with its rate of return, are depicted below: OPERATING STATEMENT TEST YEAR ENDED 06/30/79 WATER SEWER Operating Revenues $ 46,441 $ 60,192 Operating Expenses Operation 43,759 94,572 Maintenance 9,297 6,002 Depreciation (sic) 4,716 993 Amortization 541 -0- Taxes Other Than Income 3,801 5,462 Income Taxes -0- -0- Total Operating Expenses 62,114 107,029 Operating Income $(15,673) $(46,837) Rate of Return (7.44 perct) (Testimony of Willis, Mitchell, R-3) Capital Structure and Cost of Capital (71.89 perct) The UTILITY's capital structure, and weighted cost of capital, are as follows: COST OF CAPITAL COMPONENT RATIO COST RATE WEIGHTED COST Long-Term Debt Customer Deposits 99 perct 9.84 perct 1 perct 8.00 perct 9.74 perct .08 perct 100 perct 9.82 perct (Testimony of Mitchell, Clinger, R-5) Rate of Return Based on its cost of capital, the parties have agreed that percent constitutes a fair rate of return on the UTILITY's rate base. The UTILITY has a deficit in common stock equity; a return on negative investment is inappropriate. (Testimony of Mitchell, Clinger, (sic), R-5) Rate Structure The UTILITY's current water rates are conventionally structured using a minimum monthly charge which includes a minimum number of gallons and a one-step excess rate over that minimum; its residential and general service sewer rates are structured using a flat rate. The parties agree that the rates should be revised in accordance with what is known as the base facility charge (BFC) rate design. The purpose of this design is to recover the costs of providing service to each particular customer. Its monthly charges consists of two components: A base charge which covers expenses not related to actual water use, such as depreciation, billing and collecting, property taxes, debt interest, maintenance, etc., and a gallonage charge based on the allocated costs associated with pumping, treating and delivering the water to the customer. Sewer rates are similarly structured and directly related to actual water consumption. The BFC rate design structure equitably distributes the fixed and variable costs of providing service to customers and allows them to exercise greater control over the rates which they pay. In implementing the BFC rate design, the COMMISSION makes two specific recommendations which are not opposed by the UTILITY, are reasonable, and should be followed: (1) that public fire hydrants not be charged, and (2) that the monthly charge for private fire lines be one-third of the BFC charge for the particular sized connection. (Testimony of Taylor, R-4A) Required Revenue In order to be allowed the opportunity to earn a 9.82 percent return on its rate base, the UTILITY should file rates which generate annual gross revenue at $83,747 for the water system and $114,792 for the sewer system. This revenue should produce net operating revenue of $20,700 and $6,398, respectively. (Testimony of Mitchell, Willis, R-3) III Alleged Violation of Commission Order Nos. 8924 and 8382 The COMMISSION contends that the UTILITY violated Order Nos. 8924 and 8382 by its failure to comply with minimum filing requirements until May 29, 1980. For such violations, the COMMISSION seeks to impose a penalty of $200. The orders in question do not explicitly direct or order the UTILITY to file an application which complies with the minimum filing requirements by a date certain. Consequently, the UTILITY's lengthy and unexcused delay in complying with such requirements does not constitute a violation of or refusal to comply with the orders in question. (Testimony of Mitchell, Willis, R-1)

Florida Laws (4) 120.57367.081367.1617.14
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