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GULFSTREAM UTILITY COMPANY vs. PUBLIC SERVICE COMMISSION, 81-001499 (1981)
Division of Administrative Hearings, Florida Number: 81-001499 Latest Update: Jun. 15, 1990

The Issue Whether, and to what extent, petitioner should be authorized to increase the water and sewer rates it charges its customers.

Findings Of Fact I. The Utility and its Application The Utility, a wholly owned subsidiary of Gulfstream Land and Development Corporation, owns and operates water and sewer systems serving residents of "Jacaranda Community," a development located within the city limits of Plantation, Florida. The Utility's water treatment plant uses a lime- softening process; its sewage treatment plant uses a contact stabilization mode. During the test year ending September 30, 1980, the Utility supplied water service to an average of 3,162 residential, 662 general service, and 14 private fire-line customers; during the same period it supplied sewer service to an average of 3,162 residential and 276 general service customers. By its February 5, 1981, application, the Utility alleged that it was authorized a rate of return of 9.87 percent, yet during the test year it earned only a 7.20 percent rate of return on its water rate base, and a 6.58 percent return on its sewer rate base. It proposed new rates which would generate $1,271,841 in water operating revenues and $1,381,401 in sewer operating revenues--constituting a rate of return of not less than 12.42 percent. (Testimony of Fabelo; Petitioner's application dated January 30, 1981, R-4.) II. The Elements of Rate-Making In setting utility rates, the Commission must determine: (1) rate base; 2/ (2) the cost of providing the service, including debt interest, working capital, maintenance, depreciation, tax, and operating expenses; (3) a fair return on the rate base; and (4) the quality of service provided. If the Utility is providing service of acceptable quality, it is entitled to rates which will produce revenues sufficient to cover its reasonable costs of operation and allow it an opportunity to earn a fair return on its rate base. There are three major issues in this case: two involve the determination of rate base and the other involves whether several Utility expenditures should be expensed or capitalized. These issues are addressed below with the the appropriate rate-making element. Rate Base The two issues involving rate base are: (1) what portion of the Utility's sewer treatment plant is used and useful in the public service; and what method should be used to calculate working capital allowance. Used and Useful Plant A public utility is entitled to a return only on Utility property which is "used and useful in the public service." 3/ At hearing, the Utility contended that 100 percent of its sewage treatment plant was used and useful; the Commission contended that the correct figure was 76 percent. 4/ The Utility's contention is accepted as more credible because it is based on a professional engineering analysis of actual wastewater flows through the sewage treatment plant during the test year and eight months thereafter. In contrast, the Commission's contention is based on application of a formula which relates total rated capacity of a plant to the number of Equivalent Residential Connections 5/ ("ERCs") it is capable of serving. Here, actual must prevail over theoretical fact. The Utility's sewage treatment plant has a rated capacity of 2.5 million gallons per day ("MGD"). During the test year, average daily flows, calculated monthly, fluctuated between 63.6 percent and 75.2 percent of the rated capacity; the average three-day peak flow, calculated monthly, ranged from 73.2 percent to 86.4 percent of capacity; and one-day peak flows ranged from 74.4 percent to 87.2 percent of capacity. During the eight months following the test year, sewage flow steadily increased. The greatest flow was during February, a relatively dry month; average daily flow was 2.20 MGD, 88 percent of rated capacity; the average three-day peak flow was 98.8 percent of capacity; and the peak flow day was 100.4 percent of capacity. If, on that peak flow day, the plant had only 76 percent of its present capacity, sewage would have overflowed the plant. The parties agree 6/ that a margin of reserve or allowance for growth of approximately 24 percent should be used in calculating the Utility's used and useful plant; they also agree that the Utility's future growth in ERCs is expected to range from 700 to 800 ERCs a year. The Commission argues that the 24 percent growth allowance should be added to average ERCs during the test year, and not to actual February, 1981, flows. This argument is unpersuasive. The test year period is a tool for predicting conditions which will exist during the period in which the new rates will be effective; rates are set prospectively, for the future--not the past. Thus, rates must take into account known changes and conditions occurring subsequent to the test year in order to accurately reflect conditions expected for the future. Here, the Utility's actual sewage flows indicate that 100 percent of its existing plant is used and useful and necessary to satisfy the immediate and anticipated future needs of its customers. In an attempt to rebut or overcome the effect of the sewage plant's actual flow conditions, the Commission contends that the sewage system is experiencing ground water infiltration of sufficient magnitude to cast doubt on the use of total flow figures. However, the infiltration does not exceed the amount which is ordinarily planned for in constructing sewage treatment plants. Infiltration which will continue to take place--despite the Utility's best efforts to ameliorate it--cannot be separated from the wastewater stream. Since the plant must be capable of handling the combined flow, including infiltration, total flow figures must be considered. The Commission also contends that the system is not 100 percent used and useful because it can serve more connections. This contention is inconsistent with the acknowledged requirement that a sewage treatment plant must be capable of accepting increased sewage flows reasonably anticipated in the near future. That is the purpose of including an allowance for growth in the used and useful calculation. Lastly, the Commission contends that the Utility's failure to consult with Department of Environmental Regulation officials about future plant expansion is inconsistent with its 100 percent used and useful claim. But the Utility, recognizing its present limits and future needs, has actively pursued an interlocal agreement which will allow it to pump approximately 700,000 GPD to Broward County's regional sewage facility. The agreement is in its final stages and approval is eminent. (Testimony of Ring, Farina, Walden; P-1, p-2, R-1.) Cash Working Capital Allowance Cash working capital is the amount of investors' supplied cash needed to operate a utility during the interval between rendition of service and receipt of payment from the customers. By including it in rate base, a utility is allowed to earn a return on this portion of its investment. A utility's working capital requirements may be calculated by using: a standardized formula; (2) the utility's balance sheet; or (3) a lead-lag study. Until June, 1981, the Commission routinely used the formula approach; working capital was calculated by multiplying 12.5 percent (equivalent to one- eighth of a year) times the utility's annual adjusted operations and maintenance expenses. This method is also facilitated by Commission Rule 25- 10.176(2)(a)2.g., Florida Administrative Code which requires that water and sewer rate adjustment applications include a schedule showing: g. Allowance for working capital (1/8 of annual operations and maintenance expenses for the test year.) Id. In this case--consistent with the Commission's rule and custom--the Utility seeks a working capital allowance derived by using the standard Commission formula. However, the Commission seeks to use, instead, the balance sheet approach--an approach which it contends is more precise than the standard formula and results in a closer correlation between the Utility's rate base and its capital structure. The Commission's contention is accepted as persuasive. Under the balance sheet method, working capital allowance is the difference between a utility's current assets and current liabilities. Thus, the working capital component of rate base is derived, by simple adjustments, from a utility's balance sheet; it originates in the balance sheet's capital structure, just as do the other components of rate base. In comparison, the formula approach originates from a utility's income statement, i.e., one-eighth of its annual operating and maintenance expenses. The one-eighth factor equates to a 45-day lag--a period of time assumed to cover the lapse between the rendering of service and payment by the customer. But this assumption, while generally useful, may not accurately depict the working capital requirement of a given utility. In this case, the balance sheet approach is a more precise method for determining the Utility's working capital requirements. The Utility poses two objections to calculating working capital allowance by the balance sheet method: (1) it deviates from the Commission's prior practice in water and sewer rate cases, and (2) it may result in a negative allowance when a utility has insufficient cash to pay its current bills; thus a utility in greatest need of working capital would receive the least allowance. As to the objection that the balance sheet method represents a departure from past practice, the Commission has flexibility to expand, refine, and alter its policy through individual case decisions provided its action is explained and justified by record evidence. 7/ The Commission has not, by rule, limited that flexibility. Rule 25-10.176(2)(a)2.g. only requires applicants for rate adjustments to show their working capital requirements by applying the formula method; it does not preclude the Commission or utilities from using an alternative method more suitable to the facts of a given case. For example, it is generally recognized that, if a lead-lag study is conducted, it will prevail over the formula method. The Utility's second objection (that a cash-poor utility receives a lesser working capital allowance), is based on a hypothetical case and has no application to the facts here; the Utility has sufficient current assets and the balance sheet method results in a positive working capital allowance. This finding in favor of the balance sheet method is based on the evidence presented; its effect is thus necessarily limited to this case. Should the Commission--in future cases--advocate the balance sheet method, as opposed to the formula method, it must again explain and justify its position, insofar as possible, by conventional proof. 8/ Unless its policy is adopted by rule, an agency must repeatedly establish and defend it. 9/ The other components of the Utility's rate base, as adjusted, are not in dispute. Water and sewer rate base are therefore $3,369,160 and $4,099,887, respectively, and are depicted below: RATE BASE Test Year Ending September 30, 1900 Water Sewer Utility Plant in Service $5,919,833 $9,210,212 Utility Plant Held for Future Use (145,384) (644,429) Construction Work in Progress 265,300 -0- Accumulated Depreciation (616,835) (954,300) Contributions in Aid of Construction--Net (2,293,690) (3,579,118) Working Capital Allowance 39,936 59,522 Materials and Supplies -0- -0- TOTAL $3,369,160 $4,099,887 (Testimony of Davis, Asmus; P-6, R-2, R-3.) Net Operating Income The Commission opposes several operation, maintenance, and depreciation expenses which the Utility proposes to include in the test year statement of operations. The Hardy Gross Analysis The Hardy Cross Analysis is a computer analysis of the entire water distribution system. It indicates loss of pressure, balances water flows, and determines residual pressure at the end points of the system. It is a useful and necessary informational tool in designing additions to water distribution systems: it allows the designer to properly size new pipes added to the system. Growth, such as that experienced by the Utility, requires that such an analysis be updated at least once a year. The parties do not dispute the value of such an analysis, its cost, or the necessity for its actual updating. They dispute only who should bear the cost: the existing rate-payers or the developers which require and benefit from the continued expansion of the water system. It is concluded that the recurring cost of updating the Hardy Cross Analysis should be borne by developers, and, indirectly, the future customers who are the primary beneficiaries of the annual updating; without the growth associated with new developments, the annual updating of the Hardy Gross Analysis would be unnecessary. It would be unfair to require existing customers to pay for services--through higher rates--which they do not require and from which they receive no significant benefit. (Testimony of Farina, Walden.) Review of City of Plantation Utility Standards In 1969, the City of Plantation, where the Utility's water and sewer systems are located, enacted an ordinance containing detailed technical standards governing the construction of water and sewer systems. Historical experience has indicated that the standards incorporated in the ordinance require annual review, and periodic revision; the Utility's participation in that process is reasonably necessary to its continued efficient operation. A necessary expense of $1,000 should be allowed and charged as an operation expense to each system--water and sewer. (Testimony of Farina.) Diesel Fuel On June 16, 1980--during the last quarter of the test year--the Utility installed two auxiliary power units which utilize diesel fuel. Since the two power units were not in service during the entire test year, the Utility seeks to annualize the cost of the diesel fuel consumed during the 3 1/2-month period and include it as a recurring operating expense. 10/ The Commission opposes annualizing the fuel costs on the ground that sufficient documentation was not presented by the Utility to justify the actual consumption of fuel by the power units and establish that such consumption represented normal operation of the Utility, i.e., that it is reasonably expected that such annual consumption will repeatedly occur in the future. The Commission's contention is accepted as persuasive. The Utility has the burden of supporting its claimed expenses with adequate documentation. 11/ Here, no evidence was presented to establish the actual periods of operation of the auxiliary generators or the conditions under which they were used; nor were rated consumption of fuel figures supplied. The alternate treatment suggested by the Commission--amortize initial diesel fuel fill-up cost over three years, placing one-third of it in expense and adding the other two-thirds to materials and supplies 12/ --is a reasonable method of treating the fuel expenditures. (Testimony of Davis, Walden, Asmus; R-2, R-3.) Amortization of Legal Expense Relating to Proposed CIAC Rules The Utility contends that the Commission is contemplating further CIAC 13/ rule making thus necessitating the expenditure of recurring legal expenses in the total amount of $778. However, although the Commission is now considering the adoption of CIAC rules, recurring revisions in the future are not reasonably expected. In the last ten years, the Commission has had one rule docket pertaining to CIAC rule making. Amortization of this expense is therefore unjustified. (Testimony of Davis.) Adjustment for Increased Chemical Costs Because of escalating costs of chemicals, the Utility proposes to adjust the water and sewer chemicals account by applying June, 1981, prices to the quantity of chemicals consumed during the test year. The Commission opposes the proposed adjustment, contending that the Utility's new lime-feeding equipment will result in lower lime costs. The Utility's adjustments 14/ are accepted as credible; since a new Zeolite treatment plant will soon be coming on-line, it is reasonably expected that lime requirements, associated with the water-softening process, will--if anything--increase. (Testimony of Farina, Davis, Asmus; R-6.) Maintenance Expenses: Amortization of Post Test-Year Gearbox Repairs The Utility proposes to include in sewer maintenance expense amortization of the cost of a gearbox repair incurred subsequent to the test year. The Commission proposes to amortize--for three to five years--all major repairs incurred during the test year. The Utility has not amortized such extraordinary repairs during each of the last five years; it contends that such historical amortization is necessary to arrive at a representative figure for extraordinary repair on an on-going basis, that the Commission cannot begin--for the first time--to amortize such repairs during the test year. The Utility proposes to simply adjust sewer maintenance expense by $3,386--an admittedly rough estimate. The Utility's accountant admits: It would be a lot more exact to go back five years and apply it [amortization of extraordinary repairs] down the line. . .but that's very time-consuming. (Tr. 192.) It is undisputed that the Utility--to properly account for extraordinary maintenance repairs--should amortize such expenses through the expected life of the repairs. The Utility has not done so to repairs incurred during the last five years. The substitution of an "estimate" of expected future repair costs for a preferable and more exact accounting method is unacceptable and should be rejected. (Testimony of Davis, Asmus.) Depreciation Expense The finding, infra, paragraph A(1) that the Utility's sewer plant is 100 percent used and useful necessarily requires an adjustment to the Commission's proposed depreciation expense. The adjustment increases depreciation, for sewer operations, by $11,897. (Testimony of Asmus; R-6.) The net operating income which a utility should be allowed the opportunity to earn is reached by multiplying rate base by a fair rate of return. 15/ Operating expense and taxes (income and gross receipts tax) are then added to net operating income to calculate gross revenue requirements. In this case, the Utility's net operating income should be $414,743 from water operations and $504,696 from sewer operations. Before gross revenue requirements can be determined, operating expense and taxes should be recalculated consistent with the above findings; such recalculation should be conducted by the Commission, verified by the Utility, and included as part of the Commission's final order entered in this proceeding. Rate Structure, Allocation, and Rate Design The Utility's present rates are structured in accordance with what is commonly referred to as the base facility rate design. The purpose of this design is to require customers to pay their pro rata share of the Utility's cost of providing the service. It is objectively determined and results in an equitable and consistent distribution of the costs involved. Both parties agree that the new rates should also be structured in accordance with the base facility rate design. However, the new rates should eliminate the present 25 percent rate differential between commercial and residential rates--a differential that has not been justified and which the Utility no longer seeks to impose. Motorola, Inc., a large industrial customer of the Utility, requested more favorable rate treatment because of the large volume of water it consumes. However, insufficient cost of service information was submitted to justify a "volume discount." A cost of service study is necessary to accurately allocate costs of service among customer classes. (Testimony of Fabulo, Asmus; R-4.) Quality of Service Several customers complained that the Utility's water had offensive color and taste. Eight complaints were filed with the Broward County Health Department during 1980. However, the preponderance of evidence establishes that the Utility's water and sewer systems are in compliance with local and state standards. Neither system is under any citation or enforcement action instituted by a regulatory agency. The quality of the water and sewer service provided is, therefore, determined to be satisfactory. (Testimony of Farina, Walden; P-11)

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the Utility be authorized to file rate tariffs consistent with the provisions of this Recommended Order. DONE AND RECOMMENDED this 21st day of August, 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 21st day of August, 1981.

Florida Laws (3) 120.57367.0817.20
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PUBLIC SERVICE COMMISSION vs. FLORALINO PROPERTIES, INC., 80-001197 (1980)
Division of Administrative Hearings, Florida Number: 80-001197 Latest Update: Dec. 04, 1980

Findings Of Fact Floralino Properties, Inc. is a small utility providing water and sewer service in Pasco County. During the period May 30, 1978 until March 12, 1979, it purchased a substantial portion of its water from the Pasco Water Authority, Inc. (PWA) for resale to its customers. In order to recoup the costs of those purchases, the Public Service Commission authorized the utility to assess a surcharge upon each customer's bill. (See Order No. 7494). However, because the surcharge exceeded the actual charges for water purchased, the utility was required to escrow all excess revenues. Respondent failed to do so thereby precipitating the issuance of Order No. 9320. A subsequent Commission audit reflected the excess revenues to be $2,228.05. Prior to the hearing, but after the issuance of Order No. 9320, the respondent escrowed the funds in a Pinellas County bank. The utility now agrees to make an appropriate refund with interest within 30 days to all customers who received service during the period in question.

Recommendation Based upon the foregoing findings of fact and conclusions of law, the Hearing Officer recommends that respondent be found guilty of violating Order No. 7494, dated November 2, 1976; that a fine of $250 be imposed upon respondent; that respondent make an appropriate refund of $2,228.05 with 6 percent interest to those customers entitled to such refund within 30 days; and that a final report setting forth the disposition of such monies be submitted to the Public Service Commission within 90 days. DONE AND ENTERED this 22nd day of August, 1980, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: M. Robert Christ, Esquire 101 East Gaines Street Tallahassee, Florida 33542 Floralino Properties, Inc. 2320 East Bay Drive Clearwater, Florida 33516 Steve Tribble Commission Clerk 101 East Gaines Street Tallahassee, Florida 32301 Herman B. Blumenthal, III, Esquire 10401 Seminole Boulevard (Alt. 19) Seminole, Florida 33542

Florida Laws (1) 367.161
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L. C. PREVATT, D/B/A RIVERVIEW SPEED WASH, INC. vs. DEPARTMENT OF ENVIRONMENTAL REGULATION, 82-000356 (1982)
Division of Administrative Hearings, Florida Number: 82-000356 Latest Update: Oct. 07, 1982

Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: Petitioner L. C. Prevatt is the owner and operator of the Riverview Speed Wash, Inc., a coin operated laundry which has been in existence for over ten years. The facility has twelve top load washers, four double load washers, one triple load washer and seven gas dryers. It is open from 7:00 a.m. to 9:00 p.m., seven days a week. The facility is located in a shopping center in space which petitioner rents on a month-by-month basis. The facility utilizes a 0.0075 mgd waste treatment plant with effluent disposal to a county-owned drainage ditch which is connected and discharges to the Alafia River approximately 0.6 miles south of the facility. On or about May 29, 1981, petitioner submitted an application for a temporary operation permit for his Riverview laundry facility. Temporary operation permits are issued by the DER when a facility is not currently meeting State water quality standards and the applicant needs or desires a period of time to bring the facility up to the applicable standards. Here, the petitioner stated on his application that no upgrade of the waste treatment facility was planned. The application further stated that the facility would be connected to an area wide regional waste treatment system when that system became available. After numerous requests for further information from the applicant and various inspections of the facility, the DER issued its notice of intent to deny petitioner's application for a temporary operation permit. Reasons for the intended denial included failure to provide requested background water quality information, failure to provide a proposed water quality standards compliance schedule, failure to provide reasonable assurance that a municipal sewer would be available as an alternative means of disposal and improper and deficient operation and maintenance of the facility. Numerous inspections of the petitioner's facility by personnel from the DER and the Hillsborough County Environmental Protection Commission revealed that the facility was not functional in terms of operating correctly and that the design of the plant was inadequate to meet State water quality standards. Specifically, these inspections revealed that the chlorination equipment was not operational, that the trickling filter was not operational, that the removal rates for BOD and suspended solids were consistently and significantly less than the State standard of 90 percent, that the discharge and effluent were of a milky color and would not meet the State standards for turbidity and color, that the water quality of the drainage ditch was extremely low and that the water quality results were actually worse after going through the existing system. It was determined that the discharge was degrading the quality of the receiving waters and that, even if the petitioner's operational and maintenance problems were solved, the design of the facility is not adequate to assure future compliance with State standards. Petitioner admits that his facility does not currently meet State water quality standards. In mitigation, it is contended that many other laundries in the area also do not meet State standards, that it is not economically feasible to redesign the facility to attain compliance, that he has no land available upon which to discharge effluent and that he would be willing to install a sand filter and did have the permission of the manager (not the owner) of the property to discharge effluent into the parking lot drain ponds. No written evidence of this agreement was adduced and there was no demonstration that such runoff ponds would be able to hold and/or treat effluent from the petitioner's facility. There was also no evidence offered to demonstrate that a municipal or regional sewer system would be available in the near future to serve the laundry facility.

Recommendation Based upon the findings of fact and conclusions of law recited above, it is RECOMMENDED that petitioner's application for a temporary operation permit for Riverview Speed Wash, Inc. be DENIED. Respectfully submitted and entered this 7th day of September, 1982, in Tallahassee, Florida. DIANE D. TREMOR, 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 7th day of September, 1982. COPIES FURNISHED: L. C. Prevatt Post Office Box 998 Gibsonton, Florida 33534 William W. Deane, Esquire Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 Victoria Tschinkel, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301

Florida Laws (1) 403.088
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UTILITIES, INC., OF FLORIDA vs. PUBLIC SERVICE COMMISSION, 80-001893 (1980)
Division of Administrative Hearings, Florida Number: 80-001893 Latest Update: Jun. 11, 1981

Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts relevant to the four issues presented for determination are found: WORKING CAPITAL In calculating debt and equity costs for the petitioner, it is appropriate to use the parent company's capital structure. Here, forty percent (40 percent) of the parent's capital structure is equity and sixty percent (60 percent) is debt. In order to support its operating and/or construction activities, the petitioner receives advances from its parent company, Utilities, Inc., a Delaware corporation, or from its subsidiary, Water Service Corporation. The petitioner has treated these advances as part of its equity structure since there is a cost to these funds to petitioner, in substance if not in form. If these funds do have a specific, identifiable cost in the test year ending December 31, 1979, such as interest, they are properly includable as part of petitioner's equity structure. Pursuant to an Agreement between petitioner and its parent, the monetary advances by petitioner's parent company or its subsidiary to support petitioner's operating and/or construction activities will bear interest at the end of each calendar quarter at the rate of prime plus one quarter of one percent per annum on the average advances outstanding during the quarter. (Petitioner's Exhibit 10). This is a known and identifiable cost, and therefore the position taken by the petitioner regarding working capital allowance is correct. The proper amount attributable as "working capital allowance" is $54,699 for the water rate base and $28,179 for the sewer rate base for the test year ending December 31, 1979. UNCOLLECTIBLE REVENUES For the years 1977, 1978, 1979 and 1980, the petitioner's bad debt expense averaged 1.2 percent of its total revenues. (Petitioner's Exhibit 9). The petitioner proposes a pro forma bad debt expense contending that the number of people who do not pay their bills remains essentially constant and that as rates increase, the dollars increase in relationship to the rates. In other words, petitioner proposes that the annual expense for uncollectible accounts should be increased by the same percentage that the test year dollars uncollected from customers who did not pay their bills relates to the amount of dollars which would be collected under the increased rate. The respondent's witness felt there had been no proof of the direct relationship between the increase in uncollectible accounts. In designing rates for the future, the amount of the customer's consumption of utility services during the test year are employed on the assumption that past consumption will represent future consumption. ACCUMULATED DEPRECIATION The petitioner has requested an adjustment in its depreciation rate from 2.0 to 2.86 percent, based on all facilities other than general plant. The respondent has concurred with this requested increase to 2.86 percent, but would apply that depreciation rate to the beginning of the 1979 test year, thereby treating the difference as a deduction in rate base. If the adjusted rate is applied to the expense side, it must also be applied to the investment side, according to respondent's accounting analyst. The petitioner feels that the depreciation expense should be treated as a reduction in rate base only to the extent that it has been allowed in previous rates and collected from the customers. The increased expense will not be collected until the year 1981. The effect of charging the increased depreciation back to the 1979 test year would mean a $9,732 reduction in the water rate base and an $8,540 reduction in the sewer rate base. RATE OF RETURN The petitioner and the respondent agree that petitioner's capital structure is composed of forty percent equity and sixty percent debt capital, and that the cost of debt is 9.63 percent, for a weighted cost of 5.78 percent. The petitioner feels that the appropriate return to be placed on equity capital is 19.63 percent, for a weighted cost of 7.89 percent and an overall 13.63 percent return on rate base. The respondent would place the cost rate for equity at 16 percent, for a weighted cost of 6.40 percent and an overall 12.18 percent return on rate base. The petitioner utilized three methods of calculation to arrive at its proposed rate of return on equity capital, and then averaged the three results. One such method was to create a hypothetical Ba rating and then add a risk factor of 4 percent, resulting in a cost of equity of 20.7 percent. A second method, utilizing a combination of dividend yield on listed water companies and a growth factor, resulted in a cost of equity capital of 18.72 percent. The third approach involved the addition of the 4 percent risk factor of equity over debt to the average yield outstanding for various water companies, resulting in a return of 18.4 percent, Considering an attrition allowance on equity capital of 1.2 percent, a 14.7 percent overall rate of return would be within the bounds of a reasonable rate of return. Utilizing a comparable earnings analysis of nonregulated and regulated utilities, including electric, gas and telephone as well as water and sewer utilities, and taking dividend yield rates and adding growth rates, respondent's financial analyst computed the reasonable range of the cost of equity for the Florida water and sewer industry to be between 14.25 and 16.25 percent. With the equity ratio being 40 percent, respondent's witness recommended a 16 percent return on equity, with permission to fluctuate plus or minus one percent. PUBLIC TESTIMONY Members of the public who testified at the hearing were concerned with increased charges for water and sewer service since many of them were on fixed and limited incomes. While one witness complained of mosquito larvae in a dish of water left over a weekend for a dog, other witnesses opined that they had received good service from the petitioner.

Conclusions In consideration of the above and the entire record, we make the following findings of fact and conclusions of law: Utilities, Inc. of Florida is a public utility subject to the jurisdiction of this Commission. The value of the Utility's rate base devoted to public service on which it is entitled to earn a fair return is $589,663 for its water division and $427,422 for its sewer division. The Company's adjusted net operating income for the test year was $18,847 and $24,405 for its water and sewer divisions, respectively. A range of 15 percent to 17 percent constitutes a fair and reasonable return on equity for Utilities, Inc. of Florida with rates to be set at the mid- point of 16 percent which gives an overall rate of return of 12.18 percent. The rates collected on an interim basis pursuant to Order Nos. 9446 and 9559 were lawful, just and reasonable and the revenues received thereunder should be retained by the Company. That the revised rates, as authorized herein constitute just, reasonable compensatory and not unfairly discriminatory rates within the meaning of Chapter 367, Florida Statutes. The use of a base facility charge rate structure eliminates discrimination against seasonal customers and encourages conservation and is appropriate for use in this docket. NOW, THEREFORE, IN CONSIDERATION THEREOF, it is ORDERED by the Florida Public Service Commission that each and every finding of fact and conclusion of law as expressed herein is approved. It is further ORDERED that Utilities, Inc. of Florida is hereby authorized to file rate schedules consistent herewith designed to generate gross annual revenues of $350,316 for the water system and $206,865 for the sewer system, which represent increases over the test year revenues of $85,007 and $41,335, respectively. It is further ORDERED that Utilities, Inc. of Florida will make refunds to its water customers consistent with the discussion in the body of this order. It is further ORDERED that the rates approved as a result of this Order shall be effective for consumption after the date of this order, but no bills will be rendered thereunder until after the filing and approval of revised tariff pages appropriate with this Order. It is further ORDERED that the Company include in each bill during the first billing cycle during which this increase is effective a bill stuffer explaining the nature of the increase, average level of increase, a summary of the tariff changes, and the reasons therefor. Said bill stuffer shall be submitted to the Commission's Water and Sewer Department for approval prior to implementation. By Order of the Florida Public Service Commission this 9th day of June , 1981. (SEAL) HDB Steve Tribble COMMISSION CLERK

Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the petitioner's application for a rate increase be granted as requested except for adjustments made for uncollectible debts or accounts. Respectfully submitted and entered this 5th day of March, 1981. DIANE D. TREMOR, 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 5th day of March, 1981. COPIES FURNISHED: R.M.C. Rose Myers, Kaplan, Levinson, Kevin and Richards Suite 103 1020 East Lafayette Street Tallahassee, Florida 32301 Harry D. Boswell Staff Counsel Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301 Steve Tribble, Clerk Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION In re: Application of UTILITIES, DOAH CASE NO. 80-1893 INC. OF FLORIDA for an increase DOCKET NO. 800395-WS(CR) in water and sewer rates in ORDER NO. 10049 Seminole and Orange Counties, ISSUED: 6-9-81 Florida. / The following Commissioners participated in the disposition of this matter: JOSEPH P. CRESSE, Chairman GERALD L. GUNTER JOHN R. MARKS, III KATIE NICHOLS Pursuant to notice, an administrative hearing was held before Diane D. Tremor, Hearing Officer with the Division of Administrative Hearings, on January 20, 1981, in Maitland, Florida. The Hearing Officer's Recommended Order was entered on March 5, 1981, and oral argument was held on May 11, 1981, on exceptions filed by the Commission staff. We now enter our order.

Florida Laws (2) 15.08367.081
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FLORIDA CITIES WATER COMPANY, INC., AND DEPARTMENT OF ENVIRONMENTAL REGULATION vs. PUBLIC SERVICE COMMISSION, 80-002193 (1980)
Division of Administrative Hearings, Florida Number: 80-002193 Latest Update: Jun. 15, 1990

The Issue Whether the application of Petitioner Florida Cities Water Company, to increase the ratios it charges customers for water service in Lee County should be granted. CONCLUSIONS and RECOMMENDATION Conclusions: Factors pertinent to ratemaking and enumerated in Section 367.081, Florida Statutes, have been considered in this pro- ceeding. The Petitioner utility has not justified use of "year-end" rate base; those adjustments which it has supported with a preponderance of evidence have been accepted, those lacking sufficient eviden- tiary support have been rejected. Peti- tioner's application for rate increase should be granted to the extent provided in this Recommended Order; the resulting rates are just, reasonable, compensatory, and not unjustly discriminatory. Recommendation: That the Commission recalculate adjusted rate base, operating income, and the result- ing additional and total gross revenues in a manner consistent with this Recommended Order, and that Petitioner be authorized to file new rates structured on the Base facility charge concept designed to generate the addi- tional and total annual gross revenues so specified.

Findings Of Fact Based upon the evidence presented at hearing, the following facts are determined: I. The Application By its application, the UTILITY seeks authority to increase its rates sufficiently to generate additional annual gross revenues of $1,483,300. It attributes the need for increased revenues to extensive additions recently made to its water plant pursuant to COMMISSION Order No. 6209 entered in Docket 74176-W. The UTILITY claims that the increased investment and higher operating expenses associated with such plant additions effectively reduce its rate of return to 4.2 percent; it asserts that the requested additional revenues are necessary to allow it to earn a fair and reasonable rate of return of 12 percent. (Testimony of Reeves, Cardey; P-2, P-8.) II. Rate Base There are three issues involving the proper determination of rate base in this case: (1) whether "year-end", rather than "average" rate base should be used, (2) whether an Allowance for Funds Used During Construction (AFUDC) for post-test period additions allowed in rate base is proper, and (3) whether connection fees collected from 1969 to 1973 should be recorded as Contributions in Aid of Construction (CIAC) "Year-end" v. "Average Rate Base In determining rate base, absent extraordinary or emergency conditions or situations, "average" rather than "year- end" investment during the test period should be used. City of Miami v. Florida Public Service Commission, 208 So.2d (Fla. 1968). The Florida Supreme Court has suggested that average investment "should not be departed from except in the most unusual and extraordinary situations where not to do so would result in rates too low as to be confiscatory to the utility." Id. at 258. Year-end investment may be used only when a utility is experiencing extraordinary growth. Citizens v. Hawkins, 356 So.2d 254 (Fla. 1978). The UTILITY has not established that it meets the standard for utilization of "year-end" rate base, i.e. , that it has experienced unusual and extraordinary growth. Its customer growth rate averaged 8.2 percent for the last seven years, with a 10.56 percent gain during the test year. This growth rate has been experienced by many other Florida utilities of similar size and is neither extraordinary nor unusual. Neither is the UTILITY's growth extraordinary when measured in terms of water sold. Between 1975 and 1979, its growth in water sales averaged approximately 11 per- cent, in 1980--6 percent. In terms of plant growth, the UTILITY averaged 19.37 percent over the last seven years; the growth rate for 1979 was 12.03 percent. However, in 3980, its investment in gross plant grew at a 33 percent rate. The UTILITY's growth rate was repeatedly described as "substantial" by its consultant, K. R. Cardey, but substantial growth does not equate to extraordinary or unusual growth as defined by the Florida Supreme Court. Furthermore, the UTILITY did not establish that failure to use "year-end" rate base would reduce its rates to a confiscatory level. See, City of Miami, supra. It follows that "average" investment during the test period is the proper method to utilize in determining rates in this case. (Testimony of Cardey, Deterding.) Appropriateness of Allowance for Funds Used During Construction (AFUDC) After the test period, the UTILITY completed five major additions to its plant, all of which were required by previous order of the COMMISSION. (Order No. 6209, Docket 74176-W.) The COMMISSION agrees that, since it required these post-test period additions, they should be included in rate base at full weight. Since these additions, which total $5,966,569, were under construction during the test period, the COMMISSION contends they should be recorded as Construction Work in Progress (CWIP). The UTILITY agrees that these additions should be included in rate base but seeks to include, as well , an AFUDC allowance in the amount of $326,422.2 AFUDC represents interest that was capitalized on each of these additions while they were under construction during and after the test period. Since these additions are already included in rate base at full weight, the inclusion of AFUDC in rate base would allow the UTILITY to duplicate earnings on its investment. Such a result would be unreasonable, improper, and should not be allowed. (Testimony of Reeves, Deterding; P-1, P-3, P-10, R-2.) Connection Fees: CIAC or Revenue From 1969 through 1973, the UTILITY operated under the regulatory jurisdiction of Lee County, not the COMMISSION. During those years, it was the UTILITY's practice and policy to record connection fees, which totaled $226,582, as revenue, not CIAC. Since connection fees are ordinarily considered CIAC, the COMMISSION proposes to adjust CIAC by $226,582. (Testimony of Deterding, Cardey; P-8, R-2.) Contributions in Aid of Construction are defined as monies used to offset the acquisition, improvement, or construction cost of utility property used to provide service to the public. Section 367.081(2), Florida Statutes (1980). The UTILITY's consultant testified that connection fees collected and credited to revenue by the UTILITY during 1971, 1972, and 1973, totaling $176,773, were "not used to offset the improvements or construction costs of the [UTILITY's] property. (P-8, p. 6.) The COMMISSION, on cross-examination, did not question the accuracy or impeach the credibility of this statement; neither did it present any evidence to controvert or rebut the UTILITY's assertion as to how the connection fees were used. The only evidence on the question presented by the COMMISSION consisted of its accountant's conclusion: "During the years from 1969 to 1973, Florida Cities Water Company recorded many tap-in fees collected as revenue. These should properly be recorded as contributions in aid to construction. This adjustment [of $226,582] adds these contributions." p. 5.)(Testimony of Deterding, Cardey; P-8, R-2.) In its Proposed Recommended Order, the COMMISSION asserts that the UTILITY has the burden of showing: (1) the correctness of collecting funds normally authorized for service availability and using them for another purpose, and (2) the exact manner in which the funds were used. (Proposed Recommended Order, p. 6.) However, there was no evidence in the record to show that the UTILITY's treatment of connection fees during 1971 through 1973, was incorrect or violative of Lee County's regulatory standards. Neither is there any evidence to show that the connection fees collected in those years were used as contributions in aid of construction, i.e., to offset acquisition, improvement, or construction costs. The only evidence presented as to how those fees were actually used was that of the UTILITY's consultant; he testified that those funds were used only to defray operation and other expenses associated with the new customers. This evidence was sufficient to shift to the COMMISSION the burden of presenting evidence on the question or discrediting the evidence presented by the UTILITY. The COMMISSION did neither. It is found, therefore, that the $176,773, representing connection fees collected between 1971 and 1973, do not constitute CIAC, the UTILITY's testimony in this regard being persuasive. (Testimony of Cardey, Deterding; P-8, R-2.) However, as to the years 1969 through 1970, the UTILITY presented no evidence that the $48,809 in connection fees collected during that time were used only for operating and maintenance expenses and not to offset acquisition, improvement, or construction costs. In the absence of such evidence, the COMMISSION testimony that connection fees should ordinarily be treated as CIAC is persuasive. The connection fees collected during 1969 and 1970, calculated to be $49,809, are therefore properly included as CIAC. (Testimony of Deterding, Cardey; P-8, R-2.) In light of the above findings and the absence of disagreement concerning other adjustments proposed by the COMMISSION, the elements of the UTILITY's adjusted rate base are: RATE BASE Test Year Ended March 31, 1980 Utility Plat in Service $ 11,178,094 Construction Work in Progress 5,966,569 3/ Accumulated Appreciation (626, 160) CIAC,(Net of Amortization) (3,041,747) 4/ Advances for Construction (111,567) AFUDC (326,422) 5/ Working Capital Allowance 146,911 Materials and Supplies 117,450 Income Tax Lay [To be calculated based on additional gross revenues rec- opmended herein.] RATE BASE [To be determined upon recalculation.] In order to determine the adjusted rate base which should be utilized, Income Tax Lag requires recalculation in a manner consistent with the above findings and Section III below. (Testimony of Cardey, Deterding; P-1, P-3, P-8, P-10, R- 2.) III. Operating Income Operating Expense: Water Royalty Charge In calculating operating income for the test year, the UTILITY included $18,577 as an operating expense attributed to a $.03 per gallon royalty charge it paid an affiliate for water pumped from the Green Meadows well field. The UTILITY operates this water field on a 21-acre site and has easements to locate 26 wells. It pays no other cost for the water. The COMMISSION disputes the reasonableness of this charge because it is not an arms-length transaction, and the UTILITY has not explained the basis of the $.03 charge, the cost to the affiliate of the land involved and its subsequent sales price (the affiliate reserving the water use rights) , and the identity of the present owner. The COMMISSION's accountant testified that reasonableness of the charge could be determined by analyzing the costs of the rental of the land based on the original cost of the property to the affiliate. In response, the UTILITY established that the $18,577 expense is less than it would cost tide UTILITY, in terms of annual revenue requirements, to purchase the land involved. But the UTILITY failed to address the cost of renting the property, based on the affiliate's acquisition costs, or furnish information necessary to make such a determination. The COMMISSION is entitled to clearly scrutinize the expenses claimed by a utility and require that their reasonableness be shown. Tide UTILITY did not adequately explain or support the reasonableness of its claimed royalty expense, and it should therefore be disallowed. (Testimony of Reeves, Deterding; P-6, R-2.) Depreciation and Taxes: Adjustments Attributable to Post-Test Period Plant Additions The parties disagree on whether adjustments should be made to test year operating expenses to reflect increases in depreciation and taxes due to the five post-test year plant additions completed subsequent to the test period. The evidence is uncontroverted that these plant additions, including the Green Meadows water treatment plant and related facilities, were required by prior COMMISSION order and that they were necessary to provide service to existing customers of the UTILITY. The parties have also agreed that the full cost of these additions should be included in rate base, at full weight. The operating expenses of the UTILITY during the test year should be adjusted as was rate base, for known and no net changes in order to reflect conditions which will prevail when the rates become effective. The UTILITY's 2.1 percent composite depreciation rate should thus be applied against the new plant additions, and tide resulting depreciation expense included in the cost of providing service. Similarly, taxes (other than income) on the $5,960,569 worth of plant additions are known and eminent, are a cost of providing service, and should be included as an adjustment to test year taxes. The COMMISSION presented no policy or factual justification or explanation for its opposition to these adjustments to test year operating expenses. It does not contend that these expenses are other than known and eminent, attributable to the government-ordered plant additions, and will be part of the cost of providing service during the period the new rates will be in effect. The UTILITY's evidence in support of these adjustments is therefore persuasive. (Testimony of Cardey, Deterding; P-1, P-8, P-10, R-2.) Similarly, the UTILITY contended that test year income tax should be adjusted to reflect changes in revenue, operating expenses, depreciation, taxes, and interest expenses attributed to operation of the new plant addition. The COMMISSION offered no reason or explanation why such an income tax adjustment should not be made; changes in income tax due to the operation of the plant additions are known and eminent, and should be allowed as adjustments to test year expenses in order to adequately represent the UTILITY's future costs of service. However, due to the findings herein relating to use of "average rate base, the AFUDC allowance, treatment of connection fees previously collected, the water royalty charge, depreciation, and taxes, the income tax adjustment proposed by the UTILITY requires recalculation. (Testimony of Cardey, Deterding; P-1, P-0, P-10, R-2.) In light of the above findings, and the UTILITY's lack of opposition to other adjustments proposed by the COMMISSION, the known elements of adjusted operating income are: operating revenues of $2,419,437 and operating expense (operation) of $1,175,291. In order to determine adjusted operating income which should be used in this case, depreciation, taxes other than income, and income taxes require recalculation consistent with the findings contained in Sections II and III, infra. (Testimony of Cardey, Deterding; P-1, P-8, P-10, R- 2.) IV. Capital Structure, Cost of Capital, and Rate of Return The parties agree that UTILITY's capital structure and cost of capital are as follows: CAPITALIZATION COMPOSITE WEIGHT Rate 15 pct. 16 pct. Long-Term Debt 49.33 pct. 10.68 pct. 5.27 pct. 5.27 pct. Equity Capital 41.25 15-18 6.19 6.60 Subtotal 90.58 pct. 11.46 pct. 11.87 Deferred Federal Income Taxes 4.74 pct. -0- -0- -0- Customer Deposits .90 8.00 .07 .07 subtotal 96.22 Investment Tax Credit 3.79 pct. Average 11.53 .45 pct. 11.94 pct. .45 TOTAL 100.00 pct. 11.98 pct. 12.39 pct. They are also in agreement that a 12 percent return on the UTILITY's rate base, including a 15-16 percent return on equity, is a fair and reasonable rate of return. (COMMISSION's Proposed Recommended Order, p. 7; P-8, P-5.) V. Additional Required Revenues In order to determine the additional gross revenues which the UTILITY should file rates designed to generate, the authorized operating income should be computed by multiplying 12 percent times the adjusted rate base computed pursuant to Paragraph 10 above. The UTILITY should then be authorized to earn additional gross revenues equivalent to thee difference between the authorized operating income and the adjusted test year operating income computed pursuant to Paragraph 14 above. VI. Rate Structure and Rates The UTILITY proposes, with the COMMISSION's concurrence, that its new rates be structured in accordance with the Base Facility Charge Rate Design (BFC) and that the 25 percent surcharge currently imposed on general service customers be eliminated. The new BFC rate structure design contains a customer charge and a gallonage charge, both of which are directly related to the cost of providing the service. The customer charge assures that all customers pay their pro rata share of certain fixed and operating costs of the UTILITY which are not related to the amount of water used by the customer. The gallonage charge is based on the actual amounts of water used. With implementation of the base facility charge system, the UTILITY should lower its current $20 charge for reconnections during working hours to $10; similarly, its current $25 charge for reconnection after working hours should be reduced to $15. These lower charges are sufficient to cover the costs associated with the service rendered. The UTILITY also proposes various increases in its service availability, or connection charges. These increases, based on increased construction costs, will be used to finance additional facilities and stabilize rates to existing customers. The BFC rate design system proposed by the UTILITY is fair, reasonable, and nondiscriminatory. In light of the foregoing, it is unnecessary to consider the "alternative" rate structure which was presented to the COMMISSION staff on the day of hearing. With such time constraints, meaningful review of the "alternative" rate structure proposal was not possible. (Testimony of Byrd, Collier; R-1, R-3.) VII. Adequacy of Service Customer testimony criticized the 25 percent surcharge currently Imposed on general service customers, and the magnitude of the requested rate increase. Several customers complained of the quality of the water supplied. Under the proposed rate structure, tide surcharge on general service customers will be eliminated. While several customers complained of sediment in their drinking water, testimony established that the new Green Meadows softening plant should help alleviate that problem. The water supplied by the UTILITY meets all regulatory and health standards of the Health Department and the Florida Department of Environmental Regulation. The UTILITY is currently under no citation for violation of any regulatory standards. It is found that the quality of the water service offered by the UTILITY is adequate. (Testimony of Collier, Reeves, Customers; P-7.) VIII. Franchise Fees The UTILITY has collected $395,000 in "franchise fees" for Lee County, but has not paid them to the county due to questions surrounding the legality of the franchise fee. Neither have the funds been placed in a special escrow account pending resolution of this controversy. The UTILITY should ensure that such franchise fees are deposited in a special interest-bearing escrow account, and take steps to ensure that this controversy is resolved without further delay. (Testimony of Cardey; Late-filed Exhibit P-12.)

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the COMMISSION recalculate adjusted rate base, operating income, and the resulting additional and total gross revenues in a manner consistent with this Recommended Orders and that Petitioner be authorized to file new rates structured on the base facility charge concept designed to generate the additional and total annual gross revenues so specified. DONE AND ENTERED this 27th day of February, 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 27th day of February, 1981.

Florida Laws (4) 120.57367.081367.1017.21
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FLORIDA PUBLIC UTILITIES COMPANY vs. PUBLIC SERVICE COMMISSION, 80-001713 (1980)
Division of Administrative Hearings, Florida Number: 80-001713 Latest Update: Jun. 15, 1990

Findings Of Fact Petitioner provides electric, gas and water utility service at various Florida locations. During the 1979 test year, its Fernandina Beach Water Division served an average of 2,500 residential customers, 523 general service customers and nine private fire line customers. In addition, it maintained 210 fire hydrants for the City of Fernandina Beach. Service The Utility is providing satisfactory water service. There were no service complaints presented at the public hearing, nor were there any citations or corrective orders outstanding. Rate Base The Utility seeks recognition of a $1,332,178 rate base. This amount includes $82,128 for an office building completed in the last month of the test year, a $7,600 chlorinator building completed after the test year (March, 1980) , and a pumphouse still under construction at an estimated completed cost of $106,000. Neither the amounts nor their completion dates are in dispute. However, the Commission seeks to utilize a 13-month average year rate base which would result in the exclusion of all the above facilities except for the office building investment during the final month of the test year. Both parties cite Citizens of Florida v. Hawkins, 356 So.2d 254 (Fla. 1978) in support of their positions. Although the Court discusses the various methods of computing a utility rate base, it concludes that unusual or extraordinary growth is a prerequisite to use of a year end rate base. The Utility did not demonstrate unusual or extraordinary growth. Rather, customer growth during the test year was only about two percent, mandating use of an average rate base. The Utility suggests that construction of the chlorinator was required by the federal government under the provisions of the Safe Drinking Water Act. If so, the Utility would be permitted to include this Investment in its rate base. 1/ However, the Utility was in compliance with the Safe Drinking Water Act prior to construction of the pumphouse and made no showing that it was required to undertake this project by government authority. Capitalization of interest on the funds used in construction of new facilities should be authorized. However, this amount will not be subject to inclusion in the rate base until the facility itself is included. The Utility plant was shown to be 100 percent used and useful in the public service. In view of this, and the adjustments discussed above, the Utility's average rate base for the test year is $1,103,201. See Schedule 1 for detail. Operating Revenues The Utility seeks a test year revenue authorization of $581,037 based on expenses of $456,184 and a 9.39 percent return on its proposed rate base. It seeks to include an expense item of $2,400 for tank maintenance, basing this amount on the five-year amortization of a projected $12,000 expenditure. Although this procedure is proper, since tank maintenance is periodically required, the $12,000 is the anticipated cost of future maintenance rather than an actual cost. Therefore, this figure must be adjusted to one-fifth of the last actual maintenance cost, or $1,105. Prior to December, 1979, when its office building was completed, the Utility rented the required space. Since the new building was not recognized for rate making purposes until the final month of the test year, it is proper to include the rent expense actually involved during the preceding 11 months. Therefore, an upward adjustment in expenses of $1,524 is required. Authorized expenses should also include $45,281 proposed by the Utility to meet known increases in the cost of purchased electrical power. The limitation on test year expenses is not the same as that on test year investment. Rather, Chapter 367, Florida Statutes, specifically provides for recognition of outside test year increases in electrical power costs. See Section 367.081(4)(b), Florida Statutes (1980). The Utility supported its proposed rate case expense of $5,100 by late filed exhibit. Neither the amount nor the proposed three-year amortization period were opposed by the Commission and are appropriately included herein. In view of the above findings and a 9.10 percent return on investment (discussed below) , the Utility is entitled to revise its rates to produce annual revenue of $536,970. See Schedule 2 for detail. Cost of Capital The parties agreed that 15 percent is an appropriate return on equity investment. This amount, when weighed against the current cost of debt, supports an overall 9.10 percent rate of return. Rate Structure The parties propose adoption of a base facility charge rate structure. This rate design includes a fixed charge to each customer served based on that customer's share of fixed operating costs. The second element of the base facility charge represents -- the variable cost of water actually used. This rate structure provides an equitable method of allocating service costs and is consistent with statutory requirements that rates be just and nondiscriminatory. See Section 307.081(2), Florida Statutes (1980). The Utility proposes to increase its fire hydrant charge from $8 to $12 monthly and to include this amount in its regular service rates to all customers rather than as a separate charge to the City of Fernandina Beach. The amount of the increase is consistent with overall revenue needs and was not opposed by the Commission. The procedure to include fire hydrant charges in customer charges was requested by the City Commission of Fernandina Beach and would not discriminate against any customer or group of customers, since all benefit from the fire protection represented by these charges.

Recommendation Based on the foregoing Findings of Fact and Conclusions A, of Law, it is RECOMMENDED that Florida Public Utilities Company be authorized to file revised rates structured on the base facility charge concept, designed to generate annual gross revenue of $536,970 based on the average number of customers served during the test year. DONE and ENTERED this 18th day of December, 1980, in Tallahassee, Leon County, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675

Florida Laws (1) 367.081
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ROLLING ACRES ENTERPRISES, CITY OF BROOKSVILLE, AND HERNANDO COUNTY vs. CONROCK UTILITY CO., 89-002700 (1989)
Division of Administrative Hearings, Florida Number: 89-002700 Latest Update: Jan. 24, 1990

The Issue The issues to be adjudicated in this proceeding concern whether Conrock Utility Company's application for a water certificate in Hernando County meets the requirements of Sections 367.041 and 367.051, Florida Statutes, and, therefore, whether it should be granted.

Findings Of Fact 1. Applications and notices of intent to apply for a water certificate for a particular service area are required to be noticed in a newspaper of general circulation in the service area involved. In this proceeding, an affidavit was introduced from the "Sun Coast News," to the effect that Conrock had caused to be published in that newspaper its notice of intent to apply for the water certificate. That newspaper is published on Wednesdays and Saturdays in New Port Richey, Pasco County, Florida. Conrock's proposed service area, or territory, is in that portion of Hernando County lying east of the City of Brooksville. This newspaper is a free publication and states on the front page that it is circulated in Pasco and Hernando Counties. There is some testimony to the effect that the newspaper is only circulated in that portion of Hernando County lying westward of Brooksville near the Pasco County border, which is an area removed from Conrock's proposed service territory. No evidence was presented to the effect that that newspaper actually circulates in Conrock's proposed service territory. 2. Rules 25-30.030(2)(f), 25-30.035(3)(f) and 25-30.035(3)(h), Florida Administrative Code, require that the utility provide evidence that it owns the land where the treatment facilities are to be located or provide a copy of an agreement providing authority for the continuous use of the land involved in the utility operations and that a system map of the proposed lines and facilities be filed with the Commission. It was not established that Conrock owns or has a written lease for the land where the water facilities are proposed to be located. No actual lease has been executed providing for long-term continuous use of the land. It is true, however, that a verbal agreement exists with the Williams family members and/or the Williams Family Trust, who own the land upon which the facilities would be located, authorizing the use of the land for the proposed operations and facilities. That unrebutted evidence does establish, therefore, that Conrock has authorization to use the land where the water facilities, including the wells, are, or will be located. Although there is no extant written agreement, as yet, providing for the continuous use of the land involved, Conrock did establish that such an agreement can be consummated in the near future based on the verbal agreement it already has. Conrock did place into evidence a territorial map of the proposed service area. It did not, however, provide a system map or otherwise provide concrete evidence of where distribution lines and other facilities would be located for its proposed system. It submitted instead a "planning study" directed to the question of whether a water utility is needed for the proposed territorial area. It submitted no design specifications for the proposed system into evidence however. Conrock has not filed any tariff rate schedules for any water service it might conduct, if granted a certificate. Concerning the question of the need for the proposed water service, it was established by Conrock that 900 acres of the proposed service territory are mainly owned by the Sumner A. Williams Family Trust (Family Trust). Additionally, some small tracts are owned by S. A. Williams Corporation, a related family corporation. The majority of the 900-acre tract is zoned agricultural and the S.A.W. Corporation operates a construction/demolition landfill on that property. There is no evidence that it contemplates a real estate development on that 900-acre tract or other tracts in the area which could be served by the proposed water utility. Neither is Conrock attempting entry into the utility business in order to supply water to a development of the above-named corporation or any related party, person or entity. The proposed service area is rural in nature. The majority of people living in the area live on tracts of land ranging from 1 to 200 acres in size. The people living in the proposed territory either have individual wells or currently receive water service from the City of Brooksville or from Hernando County. Both of those entities serve small subdivisions, or portions thereof, lying wholly or in part in the proposed service territory of Conrock. Conrock has not received any requests for water services from residents in the proposed service territory. There is some evidence that discussions to that effect may have occurred with an entity known as TBF Properties, lying generally to the north of the proposed service territory. TBF Properties apparently contemplates a real estate development on land it owns, which also encompasses part of the Williams family property; some of which lies within the proposed service territory. Plans for TBF's residential construction development are not established in the evidence in this case however. There is no evidence which shows when or on what schedule the construction of that development might occur, nor whether it would actually seek service from Conrock if that entity was granted a water certificate. TBF Properties is the only entity or person in Conrock's proposed service territory that has expressed any interest to the City of Brooksville concerning receiving water service from the city. There have been no requests to the county for water service in the proposed service territory, except by Budget Inn, a motel development. The proposed service area includes a number of small subdivisions. These subdivisions are Mundon Hill Farms, Eastside Estates, Cooper Terrace, Country Oak Estates, Chris Morris Trailer Park, Potterfield Sunny Acres, Gunderman Mobile Home Park, and Country Side Estates. Mundon Hill Farms is an undeveloped subdivision. Eastside Estates and Cooper Terrace have limited development and the Country Oak Estates consist of only three homes. The Chris Morris Trailer Park has a small number of mobile homes but is not of a high density. Potterfield Sunny Acres has six to eight homes. Gunderman Mobile Home Park is a minor development. The Country Side Estates development has its own independent water system. Some subdivisions in Conrock's proposed service area already receive water service from the city or the county. Conrock was incorporated in the past year and as yet has not had any active business operations. It currently has no employees. Mark Williams, the President of Conrock, manages the construction/demolition landfill operation owned by the S.A.W. Corporation. The landfill business is the most closely related business endeavor to a water utility business in the experience of Mr. Williams, Conrock's president. If Conrock were granted a water certificate, either Ms. Donna Martin or Mr. Charles DeLamater would be the operations manager. Neither of these persons possesses any license or training authorizing him or her to operate a water utility system. No evidence was presented as to Ms. Martin's qualifications to operate a water utility system. Mr. DeLamater manages a ranch at the present time and also works in a management capacity in the landfill operation for the Williams family. There is no evidence that he has received any training in the operation of a water utility. It is true, however, that the representatives of the engineering and consulting firm retained by Conrock, who testified in this case, do possess extensive water and sewer design and operation expertise. The evidence does not reflect that those entities or persons would be retained to help operate the utility, but Conrock established that it will promptly retain operating personnel of adequate training and experience to operate the water system should the certificate be granted. Conrock has not established what type of system it would install should the certificate be granted, but a number of alternatives were examined and treated in its feasibility study (in evidence). One alternative involves the use of well fields alone, without treatment, storage or transmission lines. In this connection, the feasibility study contains some indication that the water quality available in the existing wells is such that no water treatment is necessary. In any event, Conrock has not established of record in this case what type of facilities it proposes to install in order to operate its proposed water service. Further, that feasibility study, designed to show a need for the proposed water service, is based upon the actual population, density and occupancies in the homes and subdivisions of the proposed service territory, even though those current residents and occupants have independent water supplies at the present time, either through private wells or through service provided by the City of Brooksville or Hernando County. Thus, the feasibility study itself does not establish that the proposed service is actually needed. Concerning the issue of the proposed facility's financial ability to install and provide the service, it was shown that Conrock stock is jointly held between the Williams family and the S.A.W. Corporation. The Conrock Corporation itself has no assets. The president of Conrock owns 100 shares of the utility corporation, but has not yet committed any personal funds to the venture. No efforts, as yet, have been made to obtain bonds, loans or grants. In fact, the first phase of the proposed project, which is expected to cost approximately $400,000, can be provided in cash from funds presently held by the Williams Family Trust and the S.A.W. Corporation. The various system alternatives proposed in Conrock's feasibility study, in evidence, range in cost from $728,200 to $5,963,100. Conrock has no assets and therefore no financial statement as yet. The financial statements of Mr. and Mrs. Sumner A. Williams, the parents of Conrock's president, include approximately $3,069,907. This is the corpus of the family trust mentioned above, and with other assets, amount to a net worth for those individuals of approximately 5.8 million dollars. Mr. Williams, Conrock's president, has an income interest in the family trust. The financial statements of the S.A.W. Corporation indicate it has a net worth of $1,588,739. The Family Trust financial statement shows a net worth of $3,069,907 of which $1,444,165 consists of stock in the S.A.W. Corporation. The Family Trust owns 90.9 percent of the S.A.W. Corporation stock. It is thus a close-held corporation, not publicly traded and thus has no value independent of the corporation's actual assets. In spite of the fact that Conrock, itself, the corporate applicant herein, does not have assets or net worth directly establishing its own financial responsibility and feasibility, in terms of constructing and operating the proposed water service, the testimony of Mr. Williams, its president, was unrefuted and does establish that sufficient funds from family members and the trust are available to adequately accomplish the proposed project. Concerning the issue of competition with or duplication of other systems, it was established that the City of Brooksville currently provides water service to the Wesleyan Village, a subdivision within the Conrock proposed service territory. The City has a major transmission line running from its corporate limits out to the Wesleyan Village. The Wesleyan Village is receiving adequate water service at the present time, although there is some evidence that water pressure is not adequate for full fire flows. The City also has another water main running from US 41 down Crum Road, which is in the proposed service territory of Conrock. By agreement with Hernando County, a so-called "interlocal agreement," the City of Brooksville is authorized to provide water and sewer utility service in a 5-mile radius in Hernando County around the incorporated area of Brooksville. This 5-mile radius includes much of the proposed service territory of Conrock. The City of Brooksville comprehensive plan, approved by the Florida Department of Community Affairs, contains an established policy discouraging "urban sprawl" or "leap frogging"; the placing of developments including separate, privately owned water utilities in predominantly rural areas. It, instead, favors the installation of subdivision developments in areas which can be served by existing, more centralized, publicly owned water and sewer utilities such as the City of Brooksville or Hernando County. Thus, the installation of the separate, privately owned system in a rural area of the county would serve to encourage urbanization away from area contiguous to the municipality of Brooksville which is served, and legally authorized to be served, by the City of Brooksville. Such a project would be in derogation of the provisions of the approved comprehensive land use plan. Further, Conrock's proposed system would be in partial competition with and duplication of the city and county water systems in the proposed service territory. The county provides some water service through its water and sewer district system to some of the subdivisions and residents in the proposed service territory of Conrock and much of Conrock's territory, as mentioned above, lies within the 5-mile radius urban services area of Brooksville, authorized to be served by the city and county interlocal agreement. Such interlocal agreements, including this one, are contemplated and authorized by the comprehensive plan approved by the Department of Community Affairs and the city/county agreement involved in this proceeding was adopted in 1978 in accordance with certain federal grant mandates in Title 201 of the Federal Safe Water Drinking Act. In terms of present physical competition and duplication, Conrock's proposed system would likely involve the running of water lines parallel to and in duplication of the county's lines within the same subdivision.

Recommendation Having considered the foregoing findings of fact, conclusions of law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is therefore RECOMMENDED that the application of Conrock Utilities Corporation for a water certificate authorizing it to operate a water utility in Hernando County, Florida, as more particularly described herein, be denied. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 23rd day of January 1990. P. MICHAEL RUFF 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 Hearing this 24th day of January 1990. APPENDIX Petitioners, City of Brooksville, Hernando County, and Hernando County Water and Sewer District's proposed findings of fact. Accepted. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Rejected as subordinate to the Hearing Officer's findings of fact on the subject matter. Respondent's proposed findings of fact. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not entirely in accordance with the preponderant weight of the evidence. Intervenor's proposed findings of fact. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and not in itself materially dispositive. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted. Accepted, but not in itself materially dispositive and subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Rejected as subordinate to the Hearing Officer's findings of fact on this subject matter and as not in itself materially dispositive. Accepted, but not in itself materially dispositive. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted, but subordinate to the Hearing Officer's findings of fact on this subject matter. Accepted. Accepted. Accepted. Accepted. Copies furnished to: William B. Eppley, Esquire Post Office Box 1478 Brooksville, Florida 34605 Peyton B. Hyslop, Esquire 10 North Brooksville Avenue Brooksville, Florida 34601 James F. Pingel, Jr., Esquire South Ashley Drive Suite 1400, Ashley Tower Post Office 1050 Tampa, Florida 33601 David C. Schwartz, Esquire Florida Public Service Commission East Gaines Street Tallahassee, Florida 32399-0855 Steve Tribble, Director Records and Recording Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 David Swafford Executive Director Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 Susan Clark, General Counsel Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32399-0850 =================================================================

Florida Laws (7) 120.57120.68163.3161163.3164163.3171163.3211367.011 Florida Administrative Code (3) 25-22.06025-30.03025-30.035
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FERNCREST UTILITIES, INC. vs. PUBLIC SERVICE COMMISSION, 80-001200 (1980)
Division of Administrative Hearings, Florida Number: 80-001200 Latest Update: Jun. 15, 1990

Findings Of Fact Quality of Service At the end of the test year (calendar year 1979), the utility provided water and sewer service to approximately 2,577 customers, most of whom reside in two mobile home parks. Of that number, seven testified at the hearing. Two were concerned with the magnitude of the increase sought by the utility, one complained of an odor emanating from the sewage treatment plant, and the remainder described the water as being discolored and having a bad taste. There were no complaints about poor water pressure or interruptions in service. At present, there are no citations or corrective orders with regard to the utility's water plant. Its sewage treatment facility is being operated pursuant to a temporary operating permit granted by the Florida Department of Environmental Regulation. The effluent from the sewage treatment facility is meeting all applicable standards. Rate Base Petitioner has proposed an average water rate base of $311,028 and a year-end sewer rate base of $426,373 (Exhibit No. 4). However, it proposes to include in water rate base additional costs associated with the construction of a water storage tank. This increases the utility's proposed average water rate base to $376,118. The Commission urges a number of adjustments to rate base which collectively have the effect of reducing the amounts proposed by the utility. These adjustments affect plant in service, construction work in progress, accumulated depreciation and working capital allowance, and should be accepted. First, a reduction in water plant and an increase in sewer plant are required to correct certain costs recorded in the wrong system account. It is also necessary to increase water plant and sewer plant to reflect the capitalization of certain costs that were improperly expensed. Second, the proposed inclusion in rate base of costs associated with the (1) automatic switching for chlorine feed and chlorine scale, (2) chlorine emergency repair kit, and (3) a 500,000 gallon concrete storage tank is improper because these expenditures are substantially beyond the scope of the test period and are not "required by (a) duly authorized governmental authority." Section 367.081(2), Florida Statutes. Third, because of the adjustment to plant in service, it is also necessary to adjust accumulated depreciation. Finally, revisions to the operation and maintenance expenses discussed hereinafter necessitate a mechanical adjustment to the utility's working capital allowance. The following schedules portray the adjusted rate bases for water and sewer operations, and a brief description of each of the adjustments made in arriving at those amounts. Ferncrest Utilities, Inc. Average Water Rate Base Year Ended December 31, 1979 COMPANY ADJUSTMENTS ADJUSTED BALANCES Utility Plant in Service $ 625,030 (1) $ 625,030 Construction Work in Progress 209,985 (200,375) (2)9,610 Accum. Depreciation (95,911) - (3) (95,911) CIAC (376,191) - (376,191) Working Capital Allowance 13,205 (244)(4) 12,961 Income Tax Lag -0- (234) (234) Adjusted Rate Base $ 376,118 $ 175,265 During the hearing, the utility revised its rate base exhibit to reflect the changes in plant in service discussed in the main body of this order (Exhibit No. 4). Accordingly, no adjustment is shown on the schedule. Reduces construction work in progress by eliminating the expected costs associated with the automatic switchings for chlorine feed and chlorine scale, chlorine emergency repair kit, and a 500,000 gallon concrete storage tank. During the hearing, the utility agreed with the change in accumulated depreciation occasioned by the revisions in plant in service in item (1)(Exhibit No. 4). Therefore, no adjustment is shown on this schedule. Restates the working capital allowance to reflect one-eighth of operation and maintenance expenses. Ferncrest Utilities, Inc. Year End Sewer Rate Base Year Ended December 31, 1979 COMPANY ADJUSTMENTS ADJUSTED BALANCES Utility Plant in Service $1,373,224 - (1) $1,373,224 Construction work in Progress 2,285 (2,285)(2) -0- Accum. Depreciation (180,902) - (180,902) CIAC (780,457) - (780,457) Working Capital Allowance 12,223 (428)(3) 11,795 Income Tax Lag -0- (603) (603) Adjusted Rate Base $ 426,373 $ 423,057 The utility revised its rate base exhibit during the hearing in accordance with the plant in service adjustments discussed above (Exhibit No. 4). Accordingly, no adjustment is reflected on the schedule. Reduces construction work in progress by eliminating those expected costs associated with the automatic switchings for chlorine feed and chlorine scale and a chlorine emergency repair kit. Restates the working capital allowance to reflect one-eighth of operation and maintenance expenses. Net Operating Income On Exhibit No. 13, the utility shows an operating loss of $39,241 for its water operations and an Operating loss of $14,857 for its sewer operations for calendar year 1979. The utility then adjusts its results of operations by including the additional revenues required to earn a fair rate of return, and additional operating and maintenance expenses that it contends should be recognized. As adjusted, Ferncrest portrays an operating income of $54,236 and $61,483 for its water and sewer operations respectively. Certain adjustments are required, however, which affect revenue, operation expense, maintenance expense, depreciation expense, taxes other than income and income taxes. Revenues must first be reduced to reflect only that amount which is being recommended hereinafter. Operation expense should be restated to (1) reflect the expenses in the proper system account, (2) show the proper accrual, (3) remove expenses that should be capitalized, (4) recognize additional expenses not reflected in test year operations, and (5) correct improper amortization periods and pro forma adjustments. Maintenance expense must necessarily be corrected to transfer out charges improperly recorded therein. Depreciation expense should be recalculated using an average depreciable base for water operations and a year-end depreciable base for sewer operations in accordance with the rate bases used above. Finally, an adjustment to gross receipts taxes and income taxes is required to conform such taxes to the appropriate amount of revenues being recommended herein. The adjusted operating incomes of the utility and a description of the adjustments made in arriving at those amounts are shown on the following schedule. FERNCREST UTILITIES, INC., Operating Income - Water Year Ended December 31, 1979 ADJUSTED COMPANY ADJUSTMENTS BALANCE Operating Revenues Operating Expenses: 178,221 (33,349) (1) $144,872 Operation $ 98,298 (2) 98,298 Maintenance 7,342 (1,957) (3) 5,385 Depreciation 3,367 - (4) 3,367 Taxes other than Income 12,211 (833) (5) 11,378 Income Taxes 2,766 (1,595) (6) 1,171 Total Operating Expenses $ 123,985 119,599 Operating Income $ 54,236 $ 25,273 Revenues are adjusted downward to reflect only that amount being recommended herein. The utility has agreed to utilize the amount of operation expenses reflected above (Exhibit No. 13) . Therefore, no adjustment is shown on the schedule. Reduces maintenance expense by eliminating the pro forma annual cost of motor maintenance, and amortizing certain repairs over a 3-year period (Exhibit No. 15, Schedule 1; Exhibit No. 17, Schedule B) Because the utility has agreed to the revision of depreciation expense stated above, the actual adjustment is not reflected on the schedule (Exhibit No. 13). Restates gross receipts taxes owed by the utility to conform with the recommended revenue increase (Exhibit No. 13) Conforms income taxes with increase in revenues. Ferncrest Utilities, Inc. Operating Income - Sewer Year Ended December 31, 1979 ADJUSTED COMPANY ADJUSTMENTS BALANCE Operating Revenues $ 181,672 (4,109) (1) $ 177,563 Operating Expenses Operation 90,312 (273) (2) 90,039 Maintenance 7,474 (3,150) (3) 4,324 Depreciation 7,478 - 7,478 Taxes other than Income 11,006 (102) (4) 11,704 Income Taxes 3,119 (105) (5) 3,014 Total Operating Expenses 120,109 116,559 Operating Income $ 61,493 $ 61 004 Adjusts revenues to reflect the actual amount being recommended heroin (Exhibit No. 13) Reduces operation expenses by using a 2-year amortization period for recalibration of a motor in lieu of charging all expenses to test year operations alone, and reclassifying STP deodorant costs to A/C 704 (Exhibit No. 15, Schedule 2). Revises maintenance expense by eliminating the pro forma annual cost of motor maintenance (Exhibit No. 17, Schedule A) Adjusts taxes other than income to reflect the appropriate amount of gross receipts taxes related to the recommended increase in revenues (Exhibit No. 13). Conforms income taxes with increase in revenues. COST OF CAPITAL The utility's application reflects it had a deficit in its equity accounts and no outstanding long-term debt as of the end of the test period. It did have approximately $600()00 in short-term debt which it characterized as "demand monies." It intends to roll over the short-term debt by borrowing $600,000 from The Dania Bank at 14 percent interest rate. The utility's capital structure would then consist of 100 percent debt at a cost rate of 14 percent. It was this return that was initially used by the utility in developing its revenue requirements. However, Commission approval is required in order to consummate that loan agreement. Such approval was denied by Order No. 9539, dated September 15, 19-30, in Docket No. 800577-US. On reconsideration the Commission approved the application by Order No. 9665, dated November 26, 1900, provided the utility use $120,000 of the proceeds as cumulative preferred stock. Accordingly, the pro forma capital structure will consist of 16.65 percent equity and 83.15 percent long term debt, By agreement of the parties, a cost rate of 14 percent should be assigned to the debt component and a 16 percent cost rate assigned to equity. The overall resulting cost of capital is 14.42 percent, and that rate should be used in determining the utility's revenue requirements. REVENUE REQUIREMENTS Given the above cost of capital, a grant of $68,540 in additional annual water revenues and $83,663 in additional annual sewer revenues should enable Ferncrest to earn a fair return on its utility operations. RATE STRUCTURE Residential water customers are now assessed a minimum monthly charge which includes a minimum number of gallons and a one-sept excess rate over that minimum gallonage. A declining block type of rate structure is used for general service water customers. Residential sewer customers with 5/8" x 3/4" meters pay a flat rate each month irrespective of usage, while those with larger meter sizes have the same structure as do residential water customers. General service sewer rates are based upon a declining block rate structure. The base facilities charge advocated by the Commission is superior to the rate designs presently used. Under this type of structure, a minimum charge will be assessed to recover the fixed or base costs of providing service, such as depreciation, taxes and a portion of billing and collecting expenses. Thereafter, a variable charge will be made for the gallons actually consumed. Because this type of rate structure offers greater control to the customer as to the amount of his bill, and allocates costs in a more equitable manner, it should be adopted. During the test year, a $5.50 fee was collected from approximately 50 customers per month who did not pay their bills in a timely fashion. This revenue ($3,300 on an annual basis) should be treated as miscellaneous revenue in designing the new rates. The utility reguests approval of a new tariff provision that governs the use of oversized lines and facilities constructed for developers (Exhibit No. 10) This provision is necessary in order to prescribe the deposit requirements for main extensions, and should be approved. The utility owns and operates a sewage collection and sewage treatment system which provides sewage treatment and disposal services to an adjacent travel park. As a result of this discharge, Ferncrest incurs chemical costs that exceed its applicable tariff rates. It proposes to amend its tariff to permit the recovery of such costs from the travel park (Exhibit No. 1) . Without this provision, the general body of ratepayers would be required to subsidize a portion of the operations. Accordingly, it should be accepted. The Commission proposes that language be added to the tariff which states: "During the period that service is not being furnished to the premises, a monthly standby charge equivalent to the base facility charge will be made. If service is terminated and resumed at the same address to the same customer within twelve months from the date of termination, an amount equal to the base facility charge for the period of the service termination will be collected as a condition precedent to the restoration of service." This change is necessary in order for the utility to recoup the fixed costs incurred in maintaining service to the customers, and it should be incorporated into the tariff. Finally, because an average rate base has been used for water operations and a year-end rate base for sewer operations, rate allocations for the systems should be based upon average and year-end customers and consumption respectively.

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of Ferncrest Utilities, Inc. be granted in part and that the utility be authorized to file new tariffs to be approved by the Florida Public Service Commission that will generate $68,540 and $83,663 in additional annual gross revenues for the utility's water and sewer operations. It is further RECOMMENDED that the utility file appropriate tariff sheets in conformity with the Rate Structure portion of this Order. It is further RECOMMENDED that the bond or letter of credit filed by the utility be returned for cancellation. This Recommended Order entered on this 12th day of December, 1980, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 12th day of December, 1980. COPIES FURNISHED: R.M.C. Rose, Esquire Suite 103, 1020 E. Lafayette Street Tallahassee, Florida 32301 Jerome L. Hall, Esquire Suite 304, 200 S.E. 6th Street Fort Lauderdale, Florida 33301 Marta M. Crowley, Esquire 101 East Gaines Street Tallahassee, Florida 32301

Florida Laws (3) 367.021367.08183.15
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BAYSIDE CLUB, ISLAMORADA. INC. vs FLORIDA KEYS AQUEDUCT AUTHORITY, 92-006160RX (1992)
Division of Administrative Hearings, Florida Filed:Key West, Florida Oct. 09, 1992 Number: 92-006160RX Latest Update: Jun. 13, 1995

Findings Of Fact Petitioner is the receiver for Bayside Club, Islamorada, Inc., a dissolved Florida corporation ("Bayside"). Mr. Joseph Popplewell is a general contractor and former president of Bayside. Respondent is the governmental entity authorized by Chapter 76-441, Section 14(1), Laws of Florida, to adopt impact fees for the water system in the Florida Keys, to equitably adjust the financial burden of a new pipeline, and to expand it or improve appurtenant facilities between existing customers and new water users. In 1986, Bayside sought to construct a 30 unit hotel on approximately one acre of land in Monroe County, Florida. The development project was formally classified as an expansion of an existing eight unit hotel. The existing hotel, however, had little, if any, useful life, and, in substance, the project involved the development of a new 30 unit hotel. Bayside obtained a building permit on June 4, 1985. In the same month, the building permit was challenged by an adjacent land owner. The challenge asserted that the existing hotel constituted a grandfathered nonconforming use and that the building permit improperly treated the development site as if it were located in a zoning district which permitted hotel usage and subsequent expansion. During the last half of 1985, the Monroe County Commission considered the challenge to the building permit and found that the building permit was valid. The adjacent landowner filed suit against Bayside. The circuit court upheld the validity of the building permit. The suit was finally decided on May 29, 1990, when the Third District Court of Appeal reversed the lower court's decision that the building permit was valid. Dowd v. Monroe County, 557 So.2d 63 (Fla. 3d DCA 1990). On May 29, 1990, the circuit court entered its order declaring the building permit invalid. In 1986, Bayside was advised by Respondent that unit water system development fees ("impact fees") were scheduled to increase from $1,500 to $2,000. Bayside chose to avoid paying impact fees at the increased unit rate and to achieve a savings in development costs. On or about April 18, 1986, Bayside executed an Agreement For Water Service. On or about April 29, 1986, Bayside issued a check payable to Respondent in the amount of $36,840, which included impact fees in the aggregate amount of $33,000. As provided in Florida Administrative Code Rule 48-3.002 2., the Agreement For Water Service expressly stated in paragraph 1 that "SAID SYSTEM DEVELOPMENT CHARGE SHALL NOT BE REFUNDABLE." Construction of the proposed hotel stopped sometime in 1986. A receivor was appointed for Bayside by the appropriate circuit court on June 14, 1991. Sometime in early 1992, the receiver for Bayside requested a refund of the impact fees. Respondent denied that request in a letter dated February 27, 1992, but refunded amounts paid by Respondent in excess of the impact fees. Respondent's denial of Petitioner's request for a refund did not constitute an unreasonable classification and did not establish a differential rate that was either unjust or inequitable. Respondent has consistently applied Florida Administrative Code Rule 48-3.002 2. to prohibit the refund of impact fees regardless of the classification or rate charged the person who paid the impact fee. Petitioner had adequate notice in Rule 48-3.002 2. and the Agreement For Water Service that the impact fees were nonrefundable. Respondent reasonably anticipated that the projected costs for expanding the water system would be incurred. The county commission and circuit court both upheld the validity of the building permit. If Bayside reasonably anticipated that projected costs for expanding the water system and appurtenant facilities would not be incurred due to a suit challenging the building permit, Bayside had the option of not paying the impact fees until the final conclusion of litigation. Bayside was on notice that the impact fees were nonrefundable and chose to forego its option not to pay the fees until the conclusion of the suit challenging the building permit. Bayside made a business decision to save money and time by paying the impact fees when it did. Viewed in the light of hindsight, that business decision was imprudent. Bayside did not notify Respondent that the costs of expanding the system were not reasonably anticipated until six years after Bayside chose to pay the impact fees. The nonrefundable impact fees imposed by Respondent in 1986 were just and equitable. Expansion of the water system pipeline and appurtenant facilities was reasonably required as a result of the development proposed by Bayside at the time that the impact fees were imposed. The costs attributable to such expansion were reasonably anticipated by Respondent at the time that the impact fees were imposed. The use of the impact fees was limited to meeting such reasonably anticipated costs of expansion. The impact fees imposed by Respondent in 1986 did not exceed a pro rata share of reasonably anticipated costs. Expansion of Respondent's water system was necessary irrespective of the proposed hotel. The expansion of Respondent's water system and appurtenant facilities was financed through the sale of debentures. The indebtedness incurred is made good through revenues in the form of rates, fees, and other charges. Under such circumstances, rates and fees were set with a view towards raising the money necessary to repay the loan. The impact fees did not cease to be just and equitable merely because they were set high enough to meet the water system's reasonably anticipated capital requirements.

Florida Laws (2) 120.56120.68
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