The Issue Whether Petitioner should be granted a certificate authorizing it to continue operating a water and sewer utility in Flagler County; and Whether Petitioner's application to increase its water and sewer rates to its customers should be granted.
Findings Of Fact The Utility The Utility, a subsidiary of ITT Community Development Corporation, owns and operates a central water and sewer system serving Palm Coast Community--a planned development of approximately 40 square miles located in Flagler County. Although the development has less than 3,000 occupied homesites, more than 40,000 homesites are planned. (Testimony of Potter; P-2, R-4.) The Water System The water system includes wells, a treatment plant, storage facilities, and distribution mains. There are 13 water supply wells with a flow capability of 3.40 MGD (million gallons per day); present peak flow is 2.00 MGD. The raw water is piped to a central water treatment plant which utilizes a lime- softening process. Present plant peak flows equal the maximum rated capacity: 2.00 MGD. There are two ground storage reservoirs (with a total capacity of 1,300,000 gallons) and two elevated storage tanks (with a total capacity of 850,000 gallons). The water distribution system consists of an extensive network of mains, valves, fire hydrants, and meters used to convey potable water from the treatment plant to customers throughout Palm Coast Community. Although during the test year ending June 28, 1980, the Utility supplied water to an average of 2,191 residential and 80 general service customers, water distribution mains have been constructed to 22,988 building sites. The total water system, as of June 28, 1980, has been constructed at a cost of $17,486,433. (Testimony of Potter; P-2, R-4.) The Sewer System The sewer system includes a collection system, 57 lift stations, a wastewater treatment plant, and effluent disposal facilities. The wastewater plant utilizes an extended aeration process and has a rated hydraulic capacity of 600,000 gallons per day. Effluent is disposed of by spray irrigation on a 65-acre disposal field. Although during the test year, the Utility supplied sewer service to an average of 1,502 residential and 39 general service customers, sewage collection mains have been constructed to 22,988 building sites. As of June 28, 1980, the sewer system has been constructed at a cost of $24,850,962. (Testimony of Potter; P-2, R-4). The Rate Increase Application By its application, the Utility seeks authorization to increase water operating revenues by $170,460 and sewer operating revenues by $106,924. If granted, annual gross water revenues would increase (by approximately 40 percent) to $422,211 and gross sewer revenues would increase (by approximately 40 percent) to $267,194. (Testimony of Deterding; 5-3 P-4, R-2.) As grounds, the Utility contends that during the test year ending June 28, 1980, it suffered an operating loss of $225,430 in its water operations, and a loss of $109,909 in its sewer operations; that it is entitled to a 13.08 percent rate of return on its rate base. (Application for Rate Increase, dated November 3, 1980). II. The Elements of Rate Making In issuing a certificate and setting rates, the Commission must determine: the rate base 2/ ; (2) the cost of providing the utility 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. At hearing, the Utility presented evidence on each of these rate-making elements. For the most part, the Commission did not oppose the Utility's evidence; those matters which were disputed are separately addressed below. Rate Base Rate base represents the Utility's property which provides the services for which rates are charged. There are three issues involving the establishment of rate base: (1) average or year-end rate base. (2) inclusion of cost of a 750,000 gallon water storage tank; and (3) deferral of depreciation on non-used- and-useful plant. Average or Year-End Rate Base At hearing, the Utility asserted that it had experienced extraordinary growth, justifying the utilization of year-end rate base. The Commission disputed this claim of extraordinary growth, and urged the use of a 13-month average. On June 22, 1981, the Utility filed a post-hearing "Notice of Change in the Position of the Applicant," by which it receded from its previous position and agreed that, for purposes of this proceeding, an average rate base should be used. The issue is, therefore, moot and utilization of a 13-month average rate base is accepted. However, the Utility continues to assert that a year-end rate base should be established for "purposes of certification." 3/ Such assertion is rejected as inconsistent with its June 22, 1981, acceptance of average rate base: the acceptance applied to this "proceeding," 4/ and was not limited to rate-making purposes. Moreover, the Utility has not shown why a second rate base, based on year-end figures, should be established. Year-end rate base constitutes a deviation from the standard and preferable method of using a 13-month average; it may only be used under circumstances of unusual or extraordinary growth-- circumstances which the Utility no longer claims exist. (Testimony of Deterding; R-2) Deferral of Depreciation and Amortization The Utility requests authority to defer depreciating non-used-and-useful plant and amortizing contributions-in-aid-of-construction ("CIAC") until such time as the plant or contributions become used and useful. The effect would be to preserve the original cost of the property so it may eventually be recovered from future customers benefitting from its use; because original cost would not have been reduced, rate base would be higher for those future customers. The Commission opposes the requested deferral. Both parties cite language in a previous Commission order (Order No. 7455, Docket No. 760034, In Re: Petition of North Orlando Water and Sewer Corporation) as evidence of existing Commission non-rule policy on deferral of depreciation expense on non-used-and-useful property. The Commission language in that order lends support to the opposing arguments of each party. Even if the policy was stated unequivocally it could not--without record support--establish Commission policy for purposes of this rate proceeding. The Utility's request is rejected because record evidence in this proceeding. The Utility executed a Revenue Agreement with ITT Community Development Corporation on June 27, 1980. Under that agreement, Community Development Corporation, the developer of Palm Coast Community, agreed to pay the Utility--through 1990--an amount sufficient to allow recovery of costs, including depreciation, attributable to utility property installed for unimproved lots. Such utility property is the same non-used-and-useful property for which the utility now seeks to defer depreciation and amortization. Since this revenue agreement allows the Utility to recover from the developer depreciation expenses attributable to non-used-and-useful property, deferral of depreciation--to allow recovery from future customers--is unnecessary. (Testimony of Gregg, Deterding; R2) 5/ Inclusion of Cost of Water Storage Tank The Utility proposes to include in rate base the use-and-useful portion of a 0.75 million gallon elevated storage tank. It was not completed and placed in service until after the test year. Neither was its construction explicitly ordered by government order. However, from an engineering standpoint, it was needed during this test period to maintain minimum water pressure during peak- flow periods and provide adequate flows for fire protection purposes. It now functions as an integral component of the Utility's water system. At hearing, the Commission's accountant testified that 100 percent of the cost of the water storage tank should be removed from the plant-in-service component of rate base because it was not in service during the test year. The parties agreed to his submittal of a post-hearing accounting exhibit showing adjustments resulting from his testimony. However, in his late-filed exhibit (R-2), the accountant took a position which contradicted his testimony at hearing: In this case we feel that consideration of this after test year plant must be given. The utility's used and useful portion of the other storage facilities will increase substantially. In addition this item appears to be an integral component of the plant which was operating during the test year and at present. (R-2.) (Emphasis supplied.) He included proposed schedules which: (1) include the tank as if placed in service during the last month of the test year; (2) include the total cost of the tank including interest capitalized net of the non-used-and-useful portion in calculating average rate base; and (3) show the effect of these adjustments in construction work in progress (CWIP) so that they can be easily identified and not confused with plant that was, in fact, in service by the end of the test year. Notwithstanding this significant change in its accountant's testimony, the Commission continues to advocate 6/ the accountant's earlier position at hearing--one which he has now abandoned. Thus, the Commission argues that: [T]he only correct position in calculating an average rate base is to exclude the after test year plant addition and adjust the used and useful percentage. . .as he [its accountant] originally proposed at the hearing. (Commission's Recommended Order, p. 5) This contention his rejected as inconsistent with the Commission's own accounting and engineering evidence. 7/ It also overlooks the undisputed fact that the storage tank is now operating as an essential component of the water system, and that it will continue to be used during the period in which the new rates will be in effect. The Commission's alternative treatment--as proposed by its accountant's post-hearing exhibit (R-2), is accepted as persuasive. The cost of the storage tank is thus included as CWIP, and is calculated as if placed in service during the last month of the test year; the total cost of the tank, including interest capitalized net of the non-used-and-useful portion, is utilized (Testimony of Gregg, Deterding, Chastain; R-1.) The sewer system rate base proposed by the Utility is not disputed by the Commission and is accepted. The resulting average rate bases for the water and sewer systems are $2,736,279 and $1,044,165, respectively. They are depicted below. WATER RATE BASE (Test Year Ended 6-28-80) Utility Plant in Service $12,397,249 Plant Held for Future Use (8,848,497) Construction Work in Progress 39,097 Accumulated Depreciation (216,405) Contribution-in-Aid-of-Construction (Net of Amortization) (687,787) Working Capital Allowance 35,837 Materials and Supplies 7,785 Income Tax Lag -0- RATE BASE $ 2,736,279 SEWER RATE BASE (Test Year Ended 6-28-80) Utility Plant in Service $18,461,055 Plant Held for Future Use (15,787,481) Construction Work in Progress -0- Accumulated Depreciation (109,729) Contributions-in-Aid-of-Construction (Net of Amortization) (1,551,865) Working Capital Allowance 27,186 Materials and Supplies 4,999 Income Tax tag -0- RATE BASE $ 1,044,145 (Late-filed Exhibit, R-2.) B. Operating Income The parties agree that, during the test year, the Utility had a $130,243 operating loss from its water operations, and a sewer operations. The operating statements are $95,281 operating loss from it depicted below: WATER OPERATING STATEMENT (Test Year Ended 6-28-80) Operating Revenues (Present Rates) $251,751 Operating Revenue Deductions Operation 286,694 Depreciation 75,314 Amortization 954 Taxes Other Than Income 19,032 Income Taxes -0- TOTAL OPERATING EXPENSES $381,994 s Operating Income (Loss) $(130,243) SEWER OPERATING STATEMENT (Test Year Ended 6-28-80) Operating Revenues (Present Rates) $160,270 Operating Revenue Deductions Operation 217,487 Depreciation 21,872 Amortization 767 Taxes Other Than Income 15,425 Income Taxes -0- TOTAL OPERATING EXPENSES $255,551 Operating Income (Loss) $(95,281) Since during the test year, the Utility operated its water and sewer systems at a loss; it received a negative rate of return on its rate base. (Testimony of Gregg, Deterding; Late-Filed Exhibit R-2, P-3, P-4.) Cost of Capital and Fair Rate of Return The only issue between the parties concerning cost of capital to the Utility is whether deferred taxes should be included in its capital structure. At the end of the test year, the Utility's books showed no deferred taxes; however, during the later half of 1980, it changed its accounting treatment for deferred taxes. Applying its new method, deferred taxes at the end of the test year would be $3,137,000--assuming deferred depreciation on non-used-and-useful property is disallowed. The Utility failed to establish the impropriety of applying an accounting method which it will continue to follow in the foreseeable future; it is therefore concluded that the deferred taxes should be calculated as $3,137,000, at zero cost. 8/ The resulting overall cost of capital is 12.29 percent. A reasonable rate of return falls within a range of 11.87 percent to 12.72 percent. It is depicted below: COST OF CAPITAL Weighted Component Common Stock Equity Amount $22,224,497 Weight 42.23 Cost 15.0 percent Cost 6.33 Long Term Debt 27,163,003 51.62 11.5 5.94 Customer Deposits 99,653 .19 8.0 .02 Deferred Taxes 3,137,000 5.96 -0- -0- $52,624,153 100.00 12.29 (Testimony of Kelly, Potter; R-5.) proposed Revenue The Utility seeks increased water revenues of $170,460 and increased sewer revenues of $106,924. Although the parties agree on a base facility rate design, 9/ the Commission disputes proposed charges for fire hydrants and irrigation meters. 10/ Fire Hydrant Charges The Utility presently collects, under contract, a fire hydrant charge of $70 per year per hydrant from two fire districts which serve the area. This method is favored by customers and the fire districts; because the fire districts raise their funds through tax assessments, the customers payments are tax deductable. The Commission argues that the $70 charges do not cover all of the Utility's fire protection costs and that such costs should be recovered through regular service rates. While the $70 charge was shown to be insufficient to cover fire service costs, no reason was provided why the additional funds could not be recovered by increasing charges to the fire districts. This method of paying for fire protection costs is advantageous to the customers. It is likely that the fire service districts would cooperate with the Utility in negotiating fire service charges which are adequate to cover the costs of the service provided. Consequently, it is concluded that the present method of collecting fire service charges should be retained, although the charges should be increased sufficiently to cover the attendant costs to the Utility. (Testimony of Fabelo, Public Witnesses.) Irrigation Meter Charges The Utility proposes a $2.00 base facility charge for irrigation meters, with a $4.50 charge for regular service. The Commission prefers an irrigation meter base facility charge equal to one-half of the base charge of a corresponding regular service meter, assuming both meters are on the same tap to the water main. Since the demand for water that both meters can cumulatively place on the water system is 1.5 times that placed by a regular service meter, the Commission's position is persuasive. 11/ The parties also disputed the base facility customer accounting charges for irrigation meters--the Utility contending that the additional meters impose little additional costs and the Commission asserting that customer accounting charges should be given full weight. The Utility's position is accepted as persuasive. The two meters are usually close together and easily read. Both services are included on one account and one monthly bill covers both. Thus, while the irrigation meter imposes a slight additional accounting cost, it is minimal when compared to the cost imposed by a separate regular service meter. (Testimony of Gregg, Fabelo.) Rate of Return Allowed by Proposed Revenue Adding the requested water revenue increase of $165,633 to the adjusted test-year water operating revenues of $251,751 results in total recommended operating revenues of $417,384. Subtracting test-year operating expenses of $381,994 leaves a net operating income of $35,390--a 1.29 percent return on a water rate base of $2,736,279. Adding the requested sewer revenue increase of $111,751 to the adjusted test-year sewer operating revenues of $160,270 results in total recommended operating revenues of $272,021. Subtracting test-year operating expenses of $255,551 leaves a net operating income of $16,470--a 1.58 percent return on a sewer rate base of $1,044,165. (Testimony of Deterding; R-2) Quality of Service The quality of the water furnished the Utility's customers depends on their location. Customers residing in the area most heavily populated--north of Highway 100--receive satisfactory water service. Their water is treated by the Utility's central lime-softening plant. In contrast, the customers residing in the Seminole Woods area have not received water of comparable quality. Seminole Woods lies in the south extremity of the service area; it consists of approximately eight single-family residences and one duplex. Due to the remote location and slow rate of growth of Seminole Woods, the Utility has not found it practical to interconnect with the central lime-softening plant or build a separate lime-softening plant to serve the area. Instead, the Utility pumps raw water from a nearby well to a temporary facility where it is chlorinated and then conveyed to the residences where it is treated by separate zeolite or "Culligan" water-softening devices. These devices are furnished customers by the Utility without additional charge. The residents of Seminole Woods have frequently received water with excessive chlorine or hydrogen sulfide. The Utility's efforts to monitor the chlorine levels and regularly flush the system have not solved the problems. Seminole Woods customers have repeatedly complained about the quality of their water--its excessive chlorine taste, offensive odor (similar to the smell of rotten eggs), and high sodium content. The water quality is so poor that at least three of the residents have found it undrinkable; they buy bottled water at an additional cost of approximately $20 per month. The Utility's current solution to the problem is to extend mains from the northern area to Seminole Woods. The lines are now under construction and completion is expected "within a year or so." (Tr. 253.) With the exception of the Seminole Woods area, the quality of sewer and water service provided by the Utility is acceptable and has rarely been the subject of complaints. Occasional problems of power outages have been corrected. Neither the water nor the sewer system has been or is now under any governmental citation for non-sewage or water treatment standards. Upon completion of the connecting water mains, it is likely that the residents of Seminole Woods will receive water equal in quality to that enjoyed by other residents of Palm Coast Community. (Testimony of Thomas, Sannartano, Creolino, Potter, Likins.) III. Certificate of Public Convenience and Necessity The Utility has filed with the Commission a map of its existing utility systems, a description of the area served, and all information requested by the Commission concerning its rates and charges. Neither the Commission nor the public objected to the granting of a certificate authorizing it to continue providing water and sewer services in the affected area. (Testimony of Chastain, Members of the Public; Prehearing Statement.)
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the Utility be granted a certificate to continue operating its water and sewer systems in the areas described, and That it be authorized to file tariffs, consistent with the provisions of this Recommended Order, designed to generate annual gross water revenues of $417,384 and annual gross sewer revenues of $272,021. DONE AND RECOMMENDED this 13th 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 13th day of August, 1981.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, as well as the stipulation of facts contained in the parties' Prehearing Stipulation, the following relevant facts are found: STANDING The Florida Waterworks Association (FWA) is comprised of fifty water and/or sewer companies, forty-four of which are regulated by the PSC. The subject matter of the challenged rules is within the FWA's general scope of interest and activity on behalf of its members. The eight named petitioners, five of which are FWA members, are all regulated by the PSC. Several of the utility members of the FWA have applications pending before the PSC for changes in rates, service availability and the issuance of new certificates. Statistics compiled from Annual Reports filed with the PSC by members of the FWA and the three non-member petitioners reveal that eight utilities have CIAC in levels exceeding 75 percent and thirty-one have less than 55 percent CIAC, through it was not established whether these companies were operating at designed capacity. The intervenor Florida Home Builders Association (FHBA) is a statewide organization representing the building industry in Florida. Some 54 percent of residential building in Florida is performed by members of the FHBA. Numerous members of local homebuilder associations are serviced by water and sewer utilities regulated by the PSC, and many members own and operate water and sewer companies regulated by the PSC. The PSC staff presently reviews the service availability policy and charges for compliance with maximum and minimum CIAC levels in applications for rate increases and for original certificates. If a utility is found to be not in compliance with the minimum and maximum guidelines and declines to voluntarily come within the guidelines, the matter may be referred to the Commissioners for review. The maximum and minimum CIAC requirements have been applied by the PSC to utilities which have not specifically requested a change in service availability charges or policies. CIAC--Definition (Proposed Rule 25-30.513(3)) (4) CIAC is defined by statute as including any amount or item of money, services, or property received by a utility, from any person or governmental agency, any portion of which is provided at no cost to the utility, which represents a donation or contribution to the capital of the utility, and which is utilized to offset the acquisition, improvement, or construction costs of the utility property, facilities, or equipment used to provide utility services to the public. Section 367.081(2) Florida Statutes. The challenged proposed rule utilizes the same definition, but substitutes the words "addition or transfer" for "donation or contribution." Proposed Rule 25-30.513(3). Within the water and sewer industry, the term "addition" generally means an increase in plant and a "transfer" can be a transfer of property for which a utility itself might pay. On the other hand, the words "contribution or donation" generally mean property, money or services with no liability on the utility's part. By substituting the words "addition or transfer" for "donation or contribution," it was the intention of the PSC to clarify the latter two words and not to change the statutory definition of CIAC. Inasmuch as the words "donate or contribute" have a connotation of being a gift or something voluntarily given to a charity, the words "addition or transfer" to the capital of a utility, when qualified by the prior words "at no cost to the utility" more clearly characterize CIAC. CIAC is given to obtain service. It is not necessarily voluntarily given. GUIDELINES (Proposed Rule 25-30.58) The challenged proposed guideline rule (Rule 25-30.58) sets a limit on the amount of CIAC in the amount of 75 percent of the total original cost, net of accumulated depreciation, of the utility's facilities and plant when they are at their designed capacity. While a specific minimum percentage figure for CIAC is not stated in the proposed rule, the minimum amount of CIAC is not to be less than the percentage of the facilities and plant represented by the water transmission and distribution lines and the sewage collection systems. In other words, the percentage of the utility plant represented by the water transmission and distribution system and/or the sewage collection system is the guideline for the minimum percentage of CIAC under the proposed rules. For the average Florida water and sewer company, this minimum CIAC level will be approximately 55 percent for water systems and approximately 65 percent for sewer systems. A utility may be exempt by the PSC from compliance with these minimum and maximum guidelines in cases of "unusual hardship or unreasonable difficulty" and where it is shown that it is not in the best interests of the customers to require compliance. A utility may earn a fair rate of return only on its own investment. Since CIAC is contributed or donated, it is excluded from the rate base of a utility. The utility is not entitled to earn a return on the value of its CIAC, nor is a regulated utility entitled to collect a depreciation expense on CIAC. CIAC is virtually synonymous with service availability charges. The acceptance of CIAC by a utility is beneficial to both the utility and the customer. It is a cost-free source of capital for the utility and, because it is not included as a part of the utility's rate base, it reduces the long-run monthly or periodic cost of utility service to the customer. Excessive amounts of CIAC can be detrimental to the operation of a utility in two respects. First, since CIAC is not included in rate base, the utility may not earn a return on the amount it receives from CIAC. Thus, if the utility faces an increase in operating and maintenance expenses, and it is heavily financed by CIAC, it may find itself in a cash-flow crisis with no income to cover increased expenses. The absence of a rate of return on rate base leaves the utility more vulnerable to the negative effects of operating attrition. Such a cash-flow problem could affect the utility's ability to provide adequate service and could cause abandonment of the plant. A second negative effect of very high levels of CIAC, and consequently very low levels of owner investment, is that the owners, with no opportunity to earn a return on the system, may lose their incentive and commitment to maintain and operate the system in a quality, cost-efficient manner. The appropriate maximum level of CIAC, and the consequent appropriate level of owner investment, was the subject of a study and recommendation made by Theodore Barry and Associates, a consulting firm hired by the PSC. Based upon discussions with members of the industry, a review of PSC statistics and records, and a simulation of the effects of a 10 percent increase in unreimbursed costs on a utility, it was recommended that a minimum owner investment level of 20 percent to 25 percent would be appropriate to maintain quality of service and to alleviate the effects of operating attrition. While there is evidence that very high levels of CIAC may have contributed to the abandonment of two small utilities in Florida, there is no concrete statistical data from existing utilities which conclusively illustrates that a high level of CIAC, by itself, adversely affects owner incentive or quality of service or which supports the direct relationship between higher invested capital and greater efficiency. There are other methods to prevent operating attrition from diminishing funds necessary for the operation of a water and/or sewer utility. Other means of increasing the cash flow of a utility include indexing adjustments, provisions for the "pass through" of increases in taxes and purchased electricity, water or sewer services, the allowance of depreciation on CIAC and the allowance of a management fee on CIAC. As noted above, the minimum level of CIAC established as a guideline in the proposed rule is not a stated percentage figure but is, instead, the amount of plant represented by the utility's transmission, distribution and/or collection system. The rationale for a minimum level of CIAC based upon the distribution or collection system is that these systems have a longer useful life than the treatment facilities and that the customer or developer should bear the costs of these systems since they primarily determine the location and consequent costs of the distribution and collection lines. Numerous factors affect the decision as to the appropriate capital structure and management of water and sewer companies in Florida. These include the geology of the area, the size of the plant, the size and configuration of the service area, usage patterns, population densities, the degree of applicable environmental or governmental regulation, operation and maintenance expenses and the authorized rate of return on investment. Also, levels of investment and CIAC may vary over the life cycle of a single water or sewer utility. For these reasons, a specified numerical CIAC percentage requirement for every regulated water and sewer utility would be unreasonable, and a range is preferable. If every utility were required, without exception, to maintain a maximum level of CIAC in the amount of 75 percent and a minimum level in the amount of 55 percent (water) or 65 percent (sewer), various problems could be encountered. For example, there may be occasions where the minimum required level of CIAC exceeds the authorized maximum level. This could occur if the utility were connected to a regional facility and a portion of its plant is no longer in use. Utilities which have more than 75 percent of their total capital involved in water distribution and sewer collection lines do exist. Another problem could result where the utility already has 25 percent owner investment and additional funds are needed to replace or repair contributed property. If the owner could obtain borrowed money, he would not be permitted to earn a return on this money. Also, if a utility system is 100 percent "built out," its CIAC level will gradually diminish and, if there are no more customers, a small utility would have no means of increasing its level of CIAC. As noted above, the proposed rule which sets guidelines for minimum and maximum CIAC levels also provides an exemption for utilities where it is illustrated that compliance would introduce an unusual hardship or unreasonable difficulty and that compliance would not be in the best interest of the customers of the utility. IMPUTATION (Rule 25-30.57) Challenged proposed rule 25-30.57 provides for the imputation of CIAC in cases where the actual amount of CIAC has not been recorded on the utility's books and the utility does not submit competent substantial evidence as to the amount of CIAC it has received. In such cases, the amount imputed will be the amount of plant costs charged to the cost of land sales for tax purposes, if available, or the proportion of the cost of the facilities and plant attributable to the water transmission and distribution system and the sewage collection system. Again, the proposed rule provides for the waiver of imputation where there is unusual hardship or unreasonable difficulty and where such imputation would not be in the best interest of the utility's customers. Water and sewer utilities regulated by the PSC are required to keep records according to the NARUC Uniform Systems of Accounts. The NARUC system requires the recording of CIAC, and records kept according to that system will satisfy the requirements of the proposed rule. Also, almost all utilities have records which establish rate base. Since rate base is investment, the remaining plant and facilities would be CIAC. Almost all regulated water and sewer utilities in Florida accept CIAC. If CIAC were imputed to a utility which previously claimed little or no amounts of CIAC, its rate base and revenues would be reduced. Likewise, if CIAC were the sole source of plant acquisition, the rule would impute investment where there was none. APPLICABILITY (Rule 25-30.51) The challenged proposed rules become applicable to a utility when the utility files for a change in its service availability policy or charges or when the PSC initiates a show cause proceeding to require the utility to change such policy or charges. The rules are not applicable to policies implemented or contracts entered into prior to the effective date of the rules. All regulated water and sewer utilities are presently required to have their rates, charges and service availability policies on file with the PSC. Absent an approved change in the tariff on file with the PSC, a utility is required to follow what is outlined in the tariff on file. REPEAL OF PRIOR RULES AND DELETION OF CERTAIN PROVISIONS (PSC Order No. 11006 and Rule 25-30.53(3)(b) and 25-30.545(3)(b) The PSC's repeal of prior existing Rules 25-10.120 through 25-10.144, in connection with the wording of the applicability section of the challenged proposed rules, has the effect of leaving those utilities which have not filed for a change in their service availability charges or policy or which have not had a show cause proceeding instituted against them with no rules relating to service availability charges and conditions. The original draft of the proposed rules authorized the collection of costs of compliance with an ordinance, regulation or other specification of a public authority and the collection of costs of relocating facilities after a determination of final grades of a right-of-way. These provisions were deleted in the final revision to the proposed rules. (Rule 25-30.53 (3)(b) and (e) and Rule 25-30.545(3)(b)) The deletion of these provisions does not necessarily preclude recovery of such costs. Specific areas of recovery were not enumerated in the proposed rules because such an enumeration would carry the inference that other costs associated with compliance with ordinances or regulations, extension of services or relocations of plant could not be collected. To be consistent with the remaining proposed rules, it must be determined whether the customer or the utility bore certain costs and the ratios of investment and CIAC to total plant must be considered. The cause of the cost does not determine the party which initially pays the cost. COMPLAINTS AND DEVELOPER'S AGREEMENTS (Rules 25-30.54(4) and 25-30.585) Proposed Rule 25-30.54(4) authorizes an applicant for extension of service to file a complaint with the PSC if it believes that the charges required by a utility are unreasonable. No competent substantial evidence was offered by the petitioners or intervenor in support of the claim in their petition that this proposed rule is discriminatory in favor of developers or an invalid exercise of delegated legislative authority. The PSC is statutorily charged with the responsibility to investigate agreements or proposals for conditions and charges to be made by a utility for service availability. Section 367.101(1), Florida Statutes. As presently proposed, Rule 25-30.585 makes reference to a Rule 25- 30.11. No such rule exists. Prior to the renumbering, the rule containing the guidelines for designing service availability policy (Rule 25-30.50) was numbered 25-30.11. Petitioners' complaints regarding the vagueness of the terms "basic principles" and "potential impact" of Rule 25-30.585 were not supported by competent substantial evidence. ECONOMIC IMPACT STATEMENT The Economic Impact Statement (EIS), as revised, prepared for the challenged proposed rules notes that the implementation of the proposed rules will involve the cost of reviewing information to determine compliance with the new CIAC guidelines and the cost of show cause proceedings requiring new service availability policies of those companies not compliance. Inasmuch as the PSC presently has the responsibility of reviewing service availability policies and charges, it is anticipated that existing resources of the PSC will be sufficient to implement the proposed rules. The EIS notes the economic effect upon the water and sewer industry of the proposed rules relating to applicability of the rules and the "grandfather" provision, the reporting of original cost information, the limitations on the minimum and maximum CIAC levels, the imputation of CIAC and further notes that the impact upon the industry will be mitigated by the waiver and/or exemption provisions in cases of undue hardship. The economic effect of the proposed rules upon potential new entrants into the industry are also recognized. The EIS makes reference to the economic costs and benefits of the proposed rules' CIAC requirements upon existing customers and new customers. While specific dollar figures are not provided in the EIS, the Statement notes the overall economic effects of the minimum and maximum CIAC guidelines upon the industry and customers of water and sewer utilities. The proposed rules' impact on competition and employment is addressed in the EIS. It is estimated that, inasmuch as entry into the industry would be restricted to those companies which can finance at least 25 percent of the required investment, competition in the industry will be decreased. Because of the restrictions upon wells and/or septic tanks in some areas, it is noted that housing development in those areas could be limited if no water and sewer company desires to enter the market. It is further concluded that the smaller utilities may be more financially stable as a result of the rules. The EIS notes that the proposed rules would have "no apparent direct effect on employment." In preparing the EIS, the PSC relied upon data collected as a part of the Theodore Barry & Associates (TB&A) study of the water and sewer industry in Florida and additional data collected from annual reports on file with the PSC. In its statement of methodology, it was recognized that the data utilized was limited in scope and duration. The TB&A study does contain several statistical errors and the statistics included therein do not conclusively establish a numerical relationship between the level of CIAC and the viability or efficiency of a utility. Other reasons for problems within the water and sewer industry are noted in the study. The TB&A study, while referenced in the EIS, is not a part of the EIS and is not the EIS. It is logical to assume that if housing development is limited in certain areas, competition and costs for existing housing may be increased and employment in the housing industry may be affected. These effects are more in the nature of "ripple," rather than "direct," effects of the proposed rules. No evidence was presented by the petitioners or intervenor to establish that the economic impact upon the PSC or upon persons directly affected by the proposed rules was different than that estimated by the EIS, that the petitioners or intervenor were prejudiced by any alleged omission or inadequacy in the Statement or that the PSC did not fully consider the economic factors and impact of the proposed rules.
Findings Of Fact Quality of Service: Twelve customers testified at the hearing in opposition to the proposed rate increase. The major customer objection is the size of the increase sought. Other objections are directed at the utility's rate structure, and the required tie-in to the PWA pipeline. Some customers desire to have separate rates set for the two areas served by J. C. Utilities, Inc., (Timber Oaks and San Clemente East), and one customer objected to the taste and smell of the water being provided. Nevertheless, an engineer from the Florida Public Service Commission presented evidence that the utility is meeting all state standards and is not under citation by the Department of Environmental Regulation. On the basis of the entire record, the evidence supports a finding that the utility's water and sewer service is satisfactory. Used and Useful Plant in Service. The utility contends that 33.72 percent of its sewer plant is not used and useful in the public service, and has deleted this amount from its sewer rate base. The Florida Public Service Commission engineer agrees, based on the actual recorded flows of the sewer plant and the growth of the system. The water plant in service is 100 percent used and useful in the public service. Acquisition Adjustment: The utility calculated an addition to rate base of $17,370 for San Clemente East (net of 1978 amortization) for acquisition costs, and presented evidence to demonstrate that this acquisition is in the public interest. Based on the entire record, the evidence supports a finding that this acquisition benefits the customers of J. C. Utilities, Inc., and is in the public interest. Thus, the adjustment is warranted. Income tax expense: Several questions are raised in the area of income tax expense. These deal with whether to treat the utility as a separate entity or part of a group filing consolidated tax returns, the appropriate computation of state income taxes, and the effect the capital structure of the utility has on taxable income for ratemaking purposes. All of these questions except one address the ultimate dollar amount of tax expense. The exception addresses the appropriateness of the expense. Only if income taxes are determined to be appropriate can the dollar amount of such taxes be considered. When net operating income is equal to or less than interest expense, there is no taxable income. This is generally true whenever a company's capital structure consists largely of debt or of debt only. The capital structure of J. C. Utilities, Inc., is comprised entirely of debt, according to the company's financial statements. The annual report shows capital stock of $10, a deficit in retained earnings of $68,834, and additional paid-in capital of $490. The utility's financial witness verified that J. C. Utilities, Inc. has no externally financed debt and relies for funds on its parent, U.S. Homes Corporation. The application reflects that the company's capital structure consists of customer deposits (debt), and loans and advances from the parent company (debt). This evidence supports a finding that the utility's capital structure is 100 percent debt. Accordingly, there can be no allowance for either state or federal income taxes in making a determination of revenue requirements for this utility. (See Order No. 9256 in Docket No. 790027-W) and all questions relating to the dollar amount of income tax expense are irrelevant. Cost of capital: J. C. Utilities, Inc., is financed totally by its parent company, U.S. Homes Corporation. The application originally requested a rate of return of 11.5 percent. At the hearing, various witnesses for the utility suggested rates ranging from 13.2 percent to 25 percent. However, since the utility has no equity, no return on equity can be provided. In calculating an appropriate rate of return to be granted to the utility, the original cost of debt rate of 11 percent and the recently revised rate of 8 percent on customer deposits can be used. These cost of capital components and rates thereon yield a weighted average cost of capital of 11.32 percent. This rate is supported by the evidence, and should be granted. Depreciation on Contributed Property: Appropriate adjustments have been made to the utility's water rate base and sewer rate base, and operating statements, to reflect the practice of the Florida Public Service Commission to add back accumulated depreciation on contributed property in rate base, and remove these items from operating expense. These adjustments appear on the attached schedules. Rate Base and Operating Statements: The attached schedules 1 through 6 detail the utility's rate base for water, rate base for sewer, and the water and sewer operating statements. Appropriate explanations for the various adjustments also appear in these schedules. Construction water: During the test year, the utility did not bill for construction water in the months of January, February, and March. Starting in April construction water ,and line flushing was metered and billed to the various construction companies connected with the Timber Oaks development. During the final nine months of the year when the construction water was accounted for a total of 28,626,903 gallons were sold which generated $17,590 in water revenue. In order to estimate the unaccounted for construction water, the nine months billing can be annualized. This amounts to an additional 9,542,301 gallons, which increases test year revenue by $5,725. Rate Structure: In order to structure rates that will be fair to all customers, they must not only generate the approved revenue, but should also assure that all classes of customers share in the cost to provide service. The base facility type of rate structure establishes a monthly minimum service charge, which covers fixed costs such as depreciation, property taxes, and allocated portions of billing, collecting, and customer accounting expenses. Meter size is still used to determine the demand factor. After the base charge is established, a charge per 1,000 gallons is determined. This charge recovers costs related to transmission and treatment, and allocated portions of billing, collections, accounting expense, plant labor, etc. Customers then pay a gallonage charge based on use. This allows each customer some control over the amount paid for service. This form of rate structure should be used in setting rates for J. C. Utilities, Inc. Separate rate structures: J. C. Utilities, Inc. provides water service to the separate, unconnected systems serving San Clemente East and Timber Oaks. An appropriate rate structure should be established to provide separate water rates for San Clemente and Timber Oaks, so that the customers of each system pay rates to cover only the costs associated with these systems. P.W.A. surcharge: Because permanent rates are to be established, the utility should no longer be permitted to make a separate surcharge for PWA water purchased. This expense should be incorporated into the other costs of J. C. Utilities, Inc. Connection charges: In its application, the utility requested an increase in water and sewer connection charges. The company used the current number of customers served by the water system to arrive at the customer hydraulic share. The correct way to establish the hydraulic share is to divide the number of customers that can be served by the system into the cost of the water plant. However, there is other information needed in order to accurately and fairly set connection charges, which was not presented by the utility. Rather than deny the request for an increase in water and sewer connection fees, an investigation docket should be opened for the purpose of determining whether increases are warranted.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the application of J. C. Utilities, Inc., 2001 Ponderosa Avenue, Port Richey, Florida 33568, be granted in part, and that the utility be authorized to receive gross annual water revenues of $28,731 for San Clemente East, and $203,725 for Timber Oaks, and gross annual sewer revenue of $99,473, by rates to be approved by the Florida Public Service Commission. It is further RECOMMENDED that an acquisition adjustment of $17,370 be allowed for San Clemente East. It is further RECOMMENDED that the utility be required to implement a base facility charge in structuring its rates, in the manner set forth above. It is further RECOMMENDED that a separate investigation docket be opened for the purpose of resolving the matter of the utility's request for increased water and sewer connection charges. THIS RECOMMENDED ORDER entered on this 8th day of July, 1980, in Tallahassee, Florida. WILLIAM B. THOMAS Hearing Officer Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION In re: Application of J. C. DOCKET NO. 790399-WS (CR) Utilities, Inc. to amend its ORDER NO. 9808 rates and charges. ISSUED: 2-23-81 / DOAH CASE NO. 80-1184 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 William B. Thomas, Hearing Examiner with the Florida Public Service Commission, on May 6, 1980, in Port Richey, Florida, on the application of J. C. Utilities, Inc., for increased rates and charges for water and sewer service provided to its customers in Pasco County, pursuant to Section 367.081, Florida Statutes. On July 1, 1980, the matter was transferred to the Division of Administrative Hearings, but continues to be assigned to William B. Thomas, as DOAH Hearing Officer, for a recommended order. APPEARANCES: Jack H. Geller, Esquire, Suite 200, Clearwater professional Center, 600 Bypass Drive, Clearwater, Florida 33156, for J. C. Utilities, Inc., Petitioner. Samuel H Lewis, Esquire, 101 East Gaines Street, Tallahassee, Florida 32301, for the Florida public Service Commission and the public generally. The Hearing Officer's Recommended Order was filed on July 8, 1980. Timely exceptions to the Hearing Officer's recommended order were filed by the petitioner. Now after consideration of all of the evidence in the record, we enter our order.
Findings Of Fact The Petitioner is the owner of real property located in Dixie County, Florida, more particularly described as Tract 10, Suwannee Shores Run Subdivision. The property is approximately one acre in size and was purchased in December of 1989. The subdivision is unrecorded, and there was no testimony regarding a platting date thereof. On January 17, 1990, the Petitioner made an application for an OSDS permit for the aforesaid property. The application was for a new single-family mobile home system. The residence involved will contain two bedrooms and a heated and cooled area of approximately 480 square feet, with an approximate 300-gallon-per-day sewage flow. Upon receiving the application, the Department's local public health official informed the Petitioner that he would have to obtain a benchmark elevation for the surface of his property and also establish the ten-year flood elevation for the property. The Petitioner, therefore, obtained the services of a registered land surveyor, who established a benchmark elevation for the subject property of 19.23 feet above mean sea level ("MSL"). The mark is actually 6 inches above ground level. The actual elevation of the surface grade of the property at the proposed septic tank system installation site is 19 feet above MSL. The ground water level at the time of the evaluation of the site by the Department's personnel was 66 inches below the surface of the lot. The wet season ground water or water table level is 60 inches below the surface of the lot. The property is characterized by slight to moderate limited soils, consisting of fine sand from 6 inches depth down to 60 inches depth. The first 6 inches of soil near the surface of the property is organic in nature. The information, contained in a report promulgated by the Suwannee River Water Management District and submitted to the Department by the Petitioner with the permit application, shows that the ten-year flood elevation for the property in question is 23 feet above MSL. That ten-year flood elevation was not refuted. The property, thus, is located within the ten-year flood plain of the Suwannee River; and it is also located within the "regulatory floodway". There is not a central water system available to the property, and potable water for the subject dwelling will come from a well. In addition to lying beneath the ten-year flood elevation, the property lies within the regulatory floodway of the Suwannee River, as mentioned above. This means that if a mounded septic tank and drain-field system were installed, (which would likely result in appropriate treatment of the sewage effluent because of site conditions referenced herein); in order to install such a system, to raise the drain fields above the ten-year flood elevation, a certification by a registered engineer would have to be performed to establish that the installation of the required volume of fill dirt for the mounded system would not cause an elevation of the "base flood". No such engineering testimony or evidence was offered in this proceeding, however. Thus, this portion of Rule 10-6.047(6), Florida Administrative Code, has not been complied with. The OSDS could appropriately be installed from an environmental standpoint, given the depth of appropriate moderate to slightly limited soils prevailing at the site and the depth of the water table. The estimated wet season water table is 60 inches below the existing surface grade, and the normal water table is 66 inches below the surface grade. Although organic soil prevails for the first 6 inches at the site; below the first 6 inches, the soils are characterized as being fine sand. This soil type and condition, as well as the depth of the water table below the location of the drain field and septic tank site establishes that installation and operation of an OSDS in this location would likely be successful. Since the property and the installation site are beneath the ten-year flood elevation, however, a mounded system would have to be installed to raise the bottom of the drain-field trenches or absorption beds above that ten-year flood elevation referenced above. Thus, although a mounded system would appear to be feasible, the appropriate engineering testimony, with regard to its presence in the regulatory floodway, was not offered. Thus, the grant of the permit based upon mounding of the system as a reasonable alternative approach to successful treatment and disposal of the effluent in question has not been established. The Respondent, by letter of April 24, 1990, advised the Petitioner of the denial of the OSDS permit and also advised the Petitioner that he should pursue a formal administrative proceeding before the Division of Administrative Hearings, rather than file an informal variance application before the Respondent's own variance board. The Respondent took the position that a variance could not be granted from the requirements of Rule 10D-6.047(6), Florida Administrative Code, because the property was located within the ten- year flood elevation of the Suwannee River and because of the Respondent's interpretation of the effect of the Governor's Executive Order No. 90-14, which adopted by reference the Suwannee River Task Force recommendation that all such OSDS's be prohibited within the ten-year flood elevation. The Respondent thus declined to exercise its discretion, accorded it in the statute and rules cited hereinbelow, to entertain and consider a variance application. It was established that the lot in question is not subject to frequent flooding. However, because the surface grade is beneath the ten-year flood elevation, the bottom of the drain-field trenches or absorption beds would also be beneath the ten-year flood elevation, although the property is amenable to the installation of an effective OSDS otherwise because of the depth of the wet season water table and the types of soil prevailing at the site. The Petitioner established a hardship due to the fact that he has paid a substantial sum of money for the property and now is unable to develop it unless entitlement to an OSDS or some reasonable alternative is gained. No substantial proof of a truly-effective, reasonable alternative method of treating the effluent in question was established by the Petitioner. The Petitioner did establish, however, that a mounded system could be made to successfully operate, treat and dispose of the sewage effluent. A mounded system, however, would necessitate the required engineering certification and calculations before installation. No such effort has been made with appropriate engineering personnel and no evidence of such was adduced in this proceeding. The Petitioner has also raised the possibility that an aerobic septic tank and drain-field system might be an effective alternative treatment and disposal method for the property in question. An aerobic system involves the injection of air into the attendant septic tank to support aerobic bacteria, which break down and treat sewage at a faster, more effective rate than does the normal, anaerobic bacteria-based system. The resulting effluent is substantially lower in BOD and suspended solids than is the effluent from the normal, subterranean anaerobic septic tank and drain-field disposal system. The problem with such an aerobic system is that it involves mechanical equipment, especially an external electric motor and pump to force air into the system. This is disadvantageous in that if the equipment suffers a malfunction, the high level of treatment and disposal of the effluent is retarded. When the electric motor and/or pump malfunction and air is no longer injected into the septic tank to support the more active aerobic treatment bacteria, the system then ceases functioning as an aerobic system and becomes a simple anaerobic system using less effective anaerobic bacteria. In other words, it functions as a normal septic tank and drain-field system. If it has been installed in an area with marginal or deficient natural treatment conditions, such as inappropriate soils, high-water tables, or low surface elevations, beneath the ten-year flood elevation, for instance; the sewage, which is no longer being treated aerobically, can pose a threat to public health and the quality of the ground or surface waters involved at the site. The untreated or inadequately-treated sewage can rise to the surface of the property, back up in the residential toilets, or otherwise pollute ground or surface waters, if water table levels are too high. Thus, such systems would require inspection periodically to insure that they are in adequate working order, because if the mechanical system malfunctions, the system will continue to put effluent through its drain field, like a normal septic tank drain-field system, but without adequate treatment for a "low elevation" site such as this. In that circumstance, the occupants of the dwelling involved might not notice for long periods of time that the system is inoperative because it can continue to dispose of the effluent without it backing up into the residence. Accordingly, when the motor and air pump system becomes inoperative, there is less incentive for the owner to repair it. Thus, it is likely that if such a system were installed, some means would have to be found to insure that the owner keeps the system in good repair and working order. The means by which such an arrangement for insuring that an aerobic system operates properly at all times was not established in this record, however. The Department does not have the regulatory authority at the present time to conduct such periodic inspections nor the personnel or funds to do so. Consequently, the Petitioner failed to establish that reasonable alternatives to the proposed conventional OSDS exist.
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 a Final Order be entered denying the Petitioner's application for an OSDS permit. DONE AND ENTERED this 27th day of February, 1991, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of February, 1991. APPENDIX TO RECOMMENDED ORDER Petitioner's Proposed Findings of Fact Accepted. Accepted, but irrelevant. Rejected, as immaterial. Rejected, as immaterial. Rejected, as immaterial and irrelevant. This is not a rule challenge proceeding, pursuant to Section 120.56, Florida Statutes. Rejected, as subordinate to the Hearing Officer's findings of fact on this subject matter. 7-11. Accepted. Respondent's Proposed Findings of Fact 1-10. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Linda K. Harris, Esq. General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Richard Remington 165 Forest View Drive Land O'Lakes, FL 34638 Frances S. Childers, Esq. Department of HRS 1000 N.E. 16th Avenue Gainesville, FL 32609
Findings Of Fact Petitioner, George H. Hopper, submitted an application for a license to operate a Class "C" wastewater treatment plant to the Respondent on or about April 8, 1977. On November 28, 1977, the Respondent issued a letter of intent to deny the license. This letter of intent was subsequently modified by a letter to petitioner from Respondent dated January 4, 1978. The Respondent, in the above-referenced correspondence, based its letters of intent to deny the Petitioner a Class "C" wastewater treatment plant operator's license based upon two primary grounds. Those grounds are as follows: "This Department has concluded that you have not fulfilled the actual experience requirement of section 17-16.03(2)(b), Florida Administrative Code (F.A.C.), as defined by section 17-16.02(8) F.A.C." (See letter dated November 28, 1977.) "In addition to the above referenced deficiency in actual work experience, it has been noted that you have not completed an approved course related to wastewater treatment plant operation as required by Section 17-16.03(2)(c), Florida Administrative Code." (See letter dated January 4, 1978.) Respecting the second allegation, Petitioner presented testimony during the course of the hearing which, in fact, indicates that he did complete an approved coarse related to wastewater treatment plant operation as required by Section 17-16.03(2)(c), Florida Administrative Code. Additionally, Petitioner presented a diploma supporting this contention. This certificate reflects the fact that the Petitioner satisfactorily completed the course on "Operation of Wastewater Treatment Plants" on or about May 2, 1977. Based thereon, and the testimony of Respondent's certification officer, Robert W. Hall, to the effect that the Respondent did comply with the Code requirement which mandates completion of an approved course related to wastewater treatment plant operation, that ground is no longer a basis for the denial of Petitioner's certification. Petitioner testified, and the other documentary evidence introduced during the coarse of the hearing indicates, that Petitioner was employed from January, 1975, through December 25, 1975, as administrator of the Margate Utility Authority. From December 25, 1975, through February 15, 1976, the Petitioner was employed in a position other than as administrator, his resignation being effective on February 15, 1976. Accordingly, the Petitioner was employed at the Authority for a period in excess of one year. What is at issue, is the Respondent's contention that the Petitioner was not actually performing duties tantamount to fulfillment of the actual experience requirement of Section 17-16.03(2)(b), Florida Administrative Cede, inasmuch as his duties as an administrator were more in the nature of being in charge of the facility, with little practical experience as the term "experience" is meant in Chapter 17 of the Florida Administrative Code. Additionally, it was noted that the Petitioner was re-employed by the City of Margate as a supervisor. During the hearing, the Petitioner outlined his duties as an administrator which included being in charge off the overall operation of the wastewater treatment plant. Petitioner testified that when he was first employed at the Margate Utility Authority, the wastewater treatment plants were not operational. He testified that a water-sewer moratorium had been placed by the Board of Health, citing approximately five violations. Petitioner testified that he instituted numerous changes in the operations of the wastewater treatment facilities which included hiring a contractor to supervise deficiencies in the wastewater treatment plant and its injector systems which were over-pressurized. He testified that within approximately two months of his employment with the Authority, he was able to correct approximately 80 percent of the problems and was able to again make the treatment plant operational. Petitioner testified that he normally worked a five day week; however, he was on duty in excess of forty hours weekly for the resolution of all daily operational problems. Evidence introduced during the course of the hearing reveals that the wastewater treatment facility here involved is fully automated and that the operators have very little to do in terms of manual tasks. In this regard, the Petitioner testified that he was on duty at the facility throughout his employment during the period January, 1975, through December, 1975, to operate the wastewater treatment plant. Additionally, the Petitioner testified that his office, as an administrator, was located in close proximity to the wastewater treatment facilities and he was available to in fact operate the wastewater treatment plant, as needed. Finally, Respondent's certification officer, Robert W. Hall, testified that in his opinion, being available to operate as opposed to actual operation is what is required by the actual experience requirements of the Florida Administrative Code. Based thereon, I shall recommend that the Respondent withdraw its notice of intent to deny Petitioner's application for a Class "C" wastewater treatment plant operator's license.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is hereby, RECOMMENDED: That Petitioner's application for a Class "C" wastewater treatment operator's license be GRANTED. RECOMMENDED this 8th day of May, 1979, in Tallahassee, Florida. JAMES E. BRADWELL, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Russell L. Forkey, Esquire 3081 East Commercial Boulevard Fort Lauderdale, Florida 33308 Randall E. Denker, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether the rules promulgated by the Department of Environmental Regulation require the Respondent to employ the services of a state certified water system operator to operate the water systems at the two business locations involved in these proceedings.
Findings Of Fact At all times material to these proceedings, the Respondent was responsible for the operation of two water systems. One water system is located on Highway 92 West, Winter Haven, Polk County. The other water system is located on State Road 37 South, Mulberry, Polk County. The restaurant and bar business operated at the Winter Haven location is known as the Rainbow Club. Customers eat food and drink beverages prepared with water from the on site water system. The system serves at least twenty- five individuals daily, at least sixty days out of the year. The convenience store business operated in Mulberry serves ice tea, juices, and coffee to customers which is prepared with water from the on site water system. The system serves at least twenty-five individuals daily, at least sixty days out of the year. During the recent past, the Respondent retained a certified operator to meet the state requirements. He was not satisfied with the operator for the following reasons: (1) He had to show the man how to chlorinate the water. (2) The operator took the required chlorine samples from water that had not been chlorinated. (3) Visits were not made to the site as scheduled. (4) The pump at one of the establishments was harmed by the certified operator. (5) The expense of four hundred dollars a month for the testing of three sites operated by the Respondent was too much money. The Respondent wants to be able to chlorinate the water and maintain the systems himself. He has professional experience regulating the chemical balance of water in swimming pools. The samples he turned into the lab himself were good. The Respondent also wants to keep the old well next to the convenience store in Mulberry. He disagrees with the Department's request that he abandon the well because he needs it for an adjoining piece of property. This well is used for lawns, not for the convenience store business. The Department is amenable to the Respondent maintaining his own systems if he is certified to do so. The next examination is scheduled for November 1990.
Findings Of Fact The Respondent, Albert R. Stewart applied to take the examination given on August 3, 1979, to receive a Class "C" waste-water treatment plant operator license. At the examination site of Clearwater, Florida, on the scheduled examination date, the examinees were instructed to print their names on the examination answer sheet and to sign their names on the cover of the examination booklet. At the request of Mr. Stewart, Mr. Alan Ferguson appeared and took the examination in Clearwater, Florida, on August 3, 1979, in the place of and on behalf of Mr. Stewart. Mr. Ferguson signed the examination cover (DER Exhibit 2) and answer sheet (DER Exhibit 3) with the name of "Albert Stewart". The signature on the examination booklet does not resemble any of the signatures of Albert R. Stewart on his application for this examination or for any previous exams. The signature does resemble that of Mr. Ferguson in his prior correspondence with the Department of Environmental Regulation. (Mr. Ferguson presently holds a Class "C" permit). The testimony of Mr. Stewart that he actually took the examination administered on August 3, 1979, is not credible. To allow Mr. Ferguson to be admitted to the examination, Mr. Stewart provided him with his social security card and his driver's license. He also gave Mr. Ferguson twenty dollars ($20.00) for his expenses incurred in traveling to and from Clearwater. At the time of the examination, Mr. Stewart who is presently employed as a supervisor for the Waste-Water Treatment Plant for the City of Inverness, was the supervisor of Mr. Ferguson. Mr. Stewart by his agreement with Mr. Ferguson to take the examination in his place, has falsely represented to DER that he took the August 3, 1979 examination. This false representation occurred in the process of his application for a waste-water treatment plant operator license.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a final order be entered by the State of Florida, Department of Environmental Regulation immediately revoking the Class "C" waste-water treatment plant operator's license granted to Respondent, Albert R. Stewart. DONE and ENTERED this 25th day of July, 1980, in Tallahassee, Florida. MICHAEL PEARCE DODSON 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 25th day of July, 1980. COPIES FURNISHED: Alfred W. Clark, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Mr. Albert Roscoe Stewart Post Office Box 306 Crystal River, Florida 32629 =================================================================
The Issue Whether Gar-Con's revised application for a permit to construct a sewage plant, and soakage trenches to dispose of the effluent, should be granted?
Findings Of Fact Eight to ten miles south of Melbourne Beach and 8.3 miles north of Sebastian Inlet, Gar-Con plans to develop a parcel of land stretching west from the Atlantic Ocean, across Highway A1A, to the Indian River. Gar-Con expects to build a motel and residential complex complete with tennis courts, parking garage, water treatment plant and the sewage treatment facility for which a construction permit is sought in these proceedings. The sewage treatment plant would be built on a site 480 feet west of Highway A1A and 90 feet south of Gar-Con's northern property line, at an elevation of 11 or 12 feet above mean sea level. Ocean Way Water and Sewer Association, Inc. is to be organized as a nonprofit corporation to own and operate the wastewater treatment facility. The Public Service Commission, through the director of its water and sewer treatment, has taken the position that the proposed "sewer system will fall within the exemption described in Section 367.022(7), Florida Statutes." DER's Composite Exhibit A. PACKAGE PLANT PROPOSED The facility Gar-Con proposes is designed to treat 100,000 gallons of sewage daily, which is the estimated "total flow" (T. 75) the sanitary engineer who designed the system anticipates from the development. Sewage generated by the development would flow to the plant, through a bar rack designed to remove rags and other large objects, and into aeration tanks where, over a 24 hour period, interaction with air and a biological mass would supply oxygen and cause the formation of biological floccules. The flocculant sewage would then move to a clarifier hopper. During its five hour stay there, solids which were not earlier segregated as the sewage moved over a weir into the clarifier, would be precipitated and removed. The clear, residual liquid would be pumped through one of two sand filters (each of which would also have granular activated carbon and be capable of filtering 100,000 gallons daily) into one of two chlorine contact chambers where a gas chlorinator would introduce chlorine for an hour. Under ordinary circumstances, the chlorinated effluent would then be pumped into one of two soakage trenches. The soakage trenches, each designed for use every other week, are to be gravel-filled ditches covered over first with felt paper, then with compacted fill. The gravel would lie at least one foot beneath the surface of the ground in a space ten feet wide and three feet deep stretching the 940 foot length of each soakage trench. Punctured like sieves, two six-inch PVC pipes would run through the gravel, sweating effluent from their pores. There is also a plan to dig a percolation pond or grassed swale five feet deep, 120 feet long and 80 feet wide near the wastewater treatment plant, which could serve as a receptacle for effluent, in case of "a 1:10 year storm or when the filters are down and/or if soakage trenches would need repair." Gar- Con's Exhibit 2-A. It would hold about 100,000 gallons. The solids caught by the weir, those extracted in the clarifying process, and those recovered from backwashing the filters would serve as catalyst for the aeration process as needed. Excess sludge, about 3,000 pounds monthly, would undergo "aerobic digestion," before being removed to Brevard County's Central Disposal Facility on Adamson Road, for disposal there. Gar- Con's Exhibit No. 7. Primary and secondary drinking water standards would be met by the effluent as it left the plant (although the engineer who designed the system would not drink the effluent himself), except that, from time to time, nitrate concentrations might reach 12 milligrams per liter, and except in the "event that a homeowner might put some type of [inorganic toxic or carcinogenic] material into the sewer system." (T. 86) The biological oxygen demand (BOD) would be ten milligrams per liter; suspended solids would probably amount to about five milligrams per liter; pH would probably be slightly under seven; nitrates would average approximately eight milligrams per liter but would "peak out at certain times during the year, for maybe extended periods up to two months, at twelve milligrams per liter," (T. 80); and there would be a chlorine residual after 60 minutes of two milligrams per liter. AMBIENT WATERS There would be no direct discharge to the Atlantic Ocean, Indian River or any other body of surface water, nor would any indirect effect on surface waters be measurable. No body of surface water lies within 500 feet of the site proposed for the plant and soakage trenches. Potable groundwater underlies the site; the groundwater table slopes toward the Atlantic Ocean, 9.5 to 12.5 feet below ground. "[D]uring the traditional rainy season," Gar-Con's Exhibit 2B, Attachment, p.3, the groundwater may rise to within seven feet of the surface. The PVC pipes in the soakage trenches are to be placed two and a half feet deep. As effluent percolated through the sandy soil, there would be "mounding" of the groundwater underneath the soakage trenches, and dispersal in all directions. Surface flow is to be diverted from the soakace trenches so that only rainwater falling directly on them would percolate down through the gravel beds. Taking soil characteristics into account, and assuming a "water table depth" of 20 feet, an engineer retained by Gar-Con predicted that "the maximum expected groundwater rises beneath the east and west trenches are 2.4 and 2.1 feet, respectively under a loading of 100,000 gpd for a period of 7 days." Gar-Con's Exhibit No. 3. The water table depth, "the height, the top of the groundwater from the first restrictive layer," (T. 172), is probably more like 40 feet than 20, which accounts in part for the "conservatism" of the mounding predictions. Under very severe weather conditions (a 100 year storm), groundwater would rise as high as the bottom of the trenches making them unavailable to receive effluent, but the effluent would not be forced above ground. In a 100 year flood, water would be expected to rise to seven feet above mean sea level. Under such conditions, people could be expected to evacuate the area. In a 25 year storm, the system could be expected to continue to function. Groundwater to the north and east of the proposed site was sampled, and the samples were analyzed. The water to the north had 380 milligrams of chlorides per liter and the water to the east had 450 milligrams of chlorides per liter. As it left the proposed treatment plant, the effluent would contain approximately 150 milligrams of chlorides per liter. SOUND AND LIGHT Lights like those used as street lights are to be installed at four places in the wastewater treatment plant. A timer, which can be overridden, would turn the lights on at dusk and off at eleven o'clock at night. The lights would illuminate the plant adequately. Pumps would move sewage to and through the proposed plant. Most of the pump motors would be submerged and unable to be heard. Two electric blowers, a flow meter and a totalizer would also have electrical motors. The blowers and the blower motors are to be equipped with insulated fiberglass covers and the blowers would also have intake and double outlet silencers. Four feet from the plant the noise of the motors would be comparable to that of a home air conditioning unit. At the nearest residence the noise level would scarcely exceed background noise. At hearing, Gar-Con revised its application and agreed to install an emergency generator which would also be encased in insulated housing and is to be equipped with a muffler. AEROSOL AND ODOR Unless the proposed plant loses electric power for 24 hours or longer, no offensive odors would emanate from it. The bar rack and weirs would be regularly hosed down. Against the possibility of a power failure, Gar-Con agreed at hearing to install permanently an emergency generator with sufficient capacity to keep both the wastewater treatment plant and the water treatment plant it plans to build operable. No aerosol drift is foreseen. The surface of the liquid In the aeration tanks would be 1.4 feet below the top of the rim. Walkways four feet wide along the inside perimeters of the aeration holding tanks would prevent dispersal of most of aerosol. A decorative hedge around the treatment plant, which would eventually be 15 feet high, is a final fail-safe. WELLS To the north are two shallow wells within 500 feet of the site proposed for the wastewater treatment plant. Both wells belong to Kel Fox, who wrote Gar-Con that he had no objection to their proposed wastewater treatment facility in light of Gar-Con's agreement to furnish drinking water to existing facilities on his property and reimburse him expenses incurred in disconnecting the two shallow wells. Gar-Con's Exhibit 2E. There is a deep well within 500 feet to the south. DER and Gar-Con have entered into the following stipulation, dated September 2, 1983: Existing Wells. Prior to the operation of its waste water treatment plant, Gar-Con will offer to supply drinking water at a reasonable cost to owners of property on which are located operational or approved shallow drinking water wells that are within 500 feet of Gar-Con's land application site. Gar-Con will make this offer to all such owners known to it prior to the operation of its plant. Gar-Con will further offer to provide reasonable compensation to such owners to disconnect their shallow wells. Gar-Con will endeavor to arrange for provision of drinking water to these owners and the disconnection of those wells prior to the operation of its plant. Future Wells. Should nearby individual (non-corporate) property owners propose to construct shallow drinking wells located within 500 feet of Gar-Con's land application site after Gar-Con begins operation of its waste water treatment plant, Gar-Con also will offer to supply them with drinking water at a reasonable cost and to provide reasonable compensation to them to disconnect those wells. However, Gar-Con shall have no obligation to make any such offer to owners of future wells if sampling of monitoring wells located at or near its external property line indicates that the groundwater meets the primary drinking water standards and, after July 1, 1985, the secondary drinking water standards listed in Florida Administrative Code Rule 17-22.104. Gar-Con agrees to record a master notice of restriction barring future owners of lots within the Ocean Way development, which are owned by Car-Con at the time of permit issuance, from installing shallow drinking water wells on such property or otherwise using the shallow aquifer beneath their property as a source for irrigation or for potable water, so long as use of the proposed sewage disposal system continues, and the Department has not found that this restriction is unnecessary. This restriction, which shall be a covenant running with the land, further shall require future owners to purchase water from Gar-Con or any successor owner of the development's water system if Gar-Con or the successor provides water service. These restrictions also shall be contained in all other appropriate documents of title. In addition, Gar-Con plans to create a non-profit water and sewer association to own and control the development's water and sewer system. Gar-Con will include in the Articles of Incorporation of this association a requirement that all property owners served by the system must be members of the Association. Gar-Con is entitled to a zone of discharge extending to its current property line with the exception that the zone of discharge shall not include the area contained within a 100' radius of Gar-Cons's proposed water supply wells. DER Staff concurs that the above conditions, in conjunction with the sewage treatment and disposal system and the groundwater monitoring program proposed by the applicant, to meet the requirements of Chapter 17-4, F.A.C. will provide reasonable assurance that existing and future off-site and on-site property owners will be protected from any adverse effects that might result from the operation of the proposed sewage treatment disposal system. Petitioner's Exhibit No. 10. There are to be a half dozen monitoring wells to allow sampling of the groundwater at strategic points in the shallow aquifer. NATURAL RESOURCES Turtles nest in the general vicinity but off the site of the proposed project. Construction and operation of the proposed waste water treatment facility would have no impact on the turtles apart from making it possible for more people to live closer to where they nest.
Findings Of Fact The Petitioner is a wholly owned subsidiary of Queens Cove Properties, Inc. Mr. Alex B. Cardenas is president of the parent development company as well as the utility. The water system was constructed for the sole purpose of providing water to purchasers of lots in the Queens Cove subdivision. However, the Petitioner obtained certification as a public utility to serve the general area in the belief that it was required to do so. See Section 367.031, Florida Statutes. Lots in this subdivision have sold for $15,000 to $24,000, which includes undifferentiated amounts for availability of water service. The water service is part of a "bundle of rights" which the purchaser obtains with his lot. (e.g. bridge, roads, underground utilities). In addition, existing lot owners have purchased the "bundle of rights" separately from their land (where Queens Cove was not the original property seller) at prices ranging from $4,000 to $8,000. Again, the charge for water service availability was not differentiated from other rights. At the time of the second hearing, the utility had 45 connections--42 single family residences, one developer's office, one model home, and an irrigation outlet. Ten customers testified (five by adoption) at these hearings as to service problems. The water treatment plant is of the reverse osmosis type. This system is complex and costly to maintain, but is useful where as here the raw water contains a high level of natural impurities. The utility has not properly maintained this system and water taste, smell and clarity are generally poor. The customers also experience frequent periods of very low water pressure. Furthermore, they are unable to contact the utility when outages occur after business hours since there is no emergency phone number provided. The testimony of a Department of Environmental Regulation (DER) representative also established that chlorine residuals are not properly maintained and a high coliform reading in June, 1980, will require monitoring by DER. Thus, overall service is unsatisfactory and must be improved before the Petitioner is allowed to receive a return on its investment. See Section 367.081(2), Florida Statutes, which requires the Commission to consider service in setting rates. Profits earned by a utility with service deficiencies such as these would normally be placed in escrow until the problems were corrected. Here, however, the utility does not seek to earn a return on its investment, but only to break even. In addition, there was no competent, substantial evidence adduced by either Petitioner or Respondent to demonstrate what the utility's investment is. Therefore, rate base cannot be determined in this proceeding, and consequently no return can be established. Appendix one hereto details Petitioner's test year expenses as set out in its rate application, with adjustments to correct erroneous entries and to delete or reduce expenses which were not shown to be reasonable and prudent. No controversy exists with the exception of allowances for plant manager compensation, office rent and rate case expense. The Petitioner's request for an annual manager's salary of $20,000 was not supported by the evidence. No salary is currently paid for this function, nor is a plant manager as such required or utilized. Rather, the limited functions of a plant manager can be handled by one of the full time maintenance or administrative employees. This procedure is consistent with management practices in other small, developer-owned water utilities. Such delegation does not, however, relieve the owner from his duty to hire qualified personnel and provide adequate resources. A separate allowance for office rent is not justified. The Petitioner has no office in the immediate area but uses the owner-developer's office in Stuart. There is no need for a separate office under the present organizational structure, and therefore no expense for this item should be authorized. Evidence on rate case expense (attorney and accountant fees) was submitted by post-hearing pleadings pursuant to agreement of the parties. The Petitioner seeks $9,702 rate case expense, amortized over three years, or $3,234 annually. The Respondent proposes to allow $6,000 amortized over five years, or $1,200 annually. As with other expenses, the amount authorized will be paid by customers and any portion disallowed will be borne by the owner of the utility. The rate case expense sought here is $215 per customer, which far exceeds the average water/sewer utility rate case expense of $6.92 per customer. A substantial portion of these expenses were incurred as a result of Petitioner's failure to keep adequate records and its initial decision to proceed without counsel. Therefore, the reduction of authorized expenses to $6,000 proposed by Respondent is appropriate. However, Petitioner's proposed three-year amortization period better represents industry experience and is consistent with current Commission policy. Therefore, the rate case expense authorized is $6,000 amortized over three years, or $2,000 annually. The Petitioner currently bills its customers on a monthly basis using a minimum gallonage charge. This rate design neither encourages conservation of water nor accurately reflects the cost of providing service. Therefore, the utility should be required to adopt the base facility charge rate structure. This charge includes a fixed amount for the customer's share of the utility's fixed costs, as well as a gallonage charge to represent the variable expenses associated with water consumption. Petitioner requested authority to increase its tap-in or meter installation fee from $100 to $200. This increase was authorized on an interim (escrow) basis by Order 9140. The utility has now withdrawn its request for the increase and should return the escrowed amounts to all customers who have paid the $200. In addition, Petitioner should be required to pay interest on customer deposits at the rate of 6 percent prior to July 1, 1980, and 8 percent after that date. See Section 25-10.72, Florida Administrative Code. Since no interest on deposits has ever been paid, the credit must be retroactive to the date of each customer's deposit. Proposed findings of fact were submitted by the Petitioner and the Public Service Commission. To the extent these proposed findings have not been adopted herein or are inconsistent with the above findings, they have been specifically rejected as irrelevant or not supported by the evidence.
Recommendation Based on tide foregoing findings of fact and conclusions of law, it is RECOMMENDED that the petition of Island Services, Inc. be granted in part, and that Petitioner be authorized to file new rates structured on the base facility charge concept, designed to generate gross water revenue of $12,823 annually, based on the average number of customers served during the test year. It is further RECOMMENDED that Petitioner be required to refund $100 to all customers who have paid the interim $200 water connection charge and that its tariff be amended to show that $100 is the authorized charge for this service. It is further RECOMMENDED that Petitioner pay interest on deposits at the annual rate of 6 percent through June 30, 1980, and at 8 percent thereafter, with such payments retroactive to the dates of deposit. DONE and ORDERED this 6th day of August, 1980, in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: R. M. C. Rose, Esquire 1020 East Lafayette Street Tallahassee, Florida 32301 Marta M. Crowley, Esquire Florida Public Service Commission Fletcher Building, 101 E. Gaines St. Tallahassee, Florida 32301 Douglas E. Gonano, Esquire Citizens Federal Building Suite 200 1600 South Federal Highway Fort Pierce, Florida 33450
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
