Findings Of Fact Pal-Mar has filed application No. 29454 pursuant to Chapter 373, Florida Statutes, requesting approval for a surface water management system known as Phase III of Pal-Mar Water Management District, to serve approximately 3,600 acres of residential land in Martin County, Florida. The project discharges to C-44, the St. Lucie canal. SFWMD's staff report recommends approval be granted for the proposed water management system based on considerations of water quality, rates of discharge, environmental impact and flood protection. Approval is subject to certain conditions which are not material to the instant cause. As background material to the staff report, the staff makes reference to the U.S. Army Corps of Engineers report entitled "Survey-Review Report of Central and Southern Florida Flood Control Project, Martin County," dated September 22, 1967. The Corps of Engineers' report was not used in the decision-making process but rather was included in the staff report to provide a comprehensive overview. Whether the Corps of Engineers' plans were ever implemented would not affect the recommendations of the staff. The land in question is currently zoned "IZ" (interim zoning) according to Martin County's zoning regulations. In this category, if the neighborhood is predominantly one classification of usage, then the zoning director is to be governed by the regulations for that class of usage in determining the standard zoning regulations to be applied to the interim zoning district. If no trend of development has been established in the neighborhood, the minimum standards of the R2 single family zoning district are to be complied with. Rule 16K-4.035, Florida Administrative Code, entitled Basis of Review of Applications for Construction of Works, provides in Section (2) that all applications such as the instant one shall be reviewed in accordance with the provisions of the district's "Basis Of Review For Construction Of Surface Water Management Systems Serving Projects With Two Or More Acres Of Impervious Area Within The South Florida Water Management District - December, 1977." The Basis of Review provides in Part VI that before an application will be considered for the issuance of a permit, the proposed land use must be "compatible with the applicable zoning for the area." The evidence indicates that the land in question has a history of agricultural use. However, the evidence also discloses that far from being a trend towards agricultural use there is a trend away from it. A major portion of the neighboring lands will be devoted to Phases I, II, IV and V, of the Pal-Mar Water Management District. According to Florida Land Sales Board registrations, the land in question is subdivided into one-half acre, one acre, 1.4 acre and two acre lots. The average project density is one lot per acre. In addition, there is some mobile home usage within neighboring areas. If there is a trend, it is toward R2 zoning type usage. SFWMD's staff concluded that the proposed land use was compatible with the applicable zoning for the area. Martin County has failed to establish that such compatibility does not exist. In the Redraft of Order Permitting Change of Plan of Reclamation and Change of Name dated November 4, 1969, the Honorable C. Pfeiffer Trowbridge, Circuit Court Judge of the Nineteenth Judicial Circuit in and for Martin County, observes that the Petitioner in that case (herein Pal-Mar) "permanently and irrevocably withdrew its application to drain into the St. Lucie canal thereby removing all reasons for objections" to the proceedings in Circuit Court. However, there is no evidence to indicate that there exists a prohibition against drainage into the St. Lucie canal or that Judge Trowbridge's order is intended to preclude approval of Pal-Mar's present application.
Findings Of Fact Existing Conditions Between 1952 and 1957 the United States Army Corps of Engineers (Corps) and the Florida Central and Southern Flood Control District (the forerunner of SFWMD) constructed a chain of levees, L-1, L-2, L-3 and later L-4 in eastern Hendry County, Florida. These levees which begin approximately 10 miles to the southwest of Lake Okeechobee run first east, then south and then east again for a distance of approximately 38 miles. The purpose of these levees is to shield the land5/ to the east of them from the natural sheet flow of water which comes from the west during the area's rainy season. The EAA which is protected from natural flooding consist of rich muck soils which have been successfully exploited for years by sugar cane farming. The present levees were created by excavating a "borrow" canal parallel to the southern and western sides of L-1, 2, 3 and 4. The borrow canal is no larger than was required to provide sufficient material for construction of the levees; nevertheless, the canal has a considerable water carrying capacity in the amount of 1,260 CFS 6/ at peak flow. The canal is a navigable fresh water of the state. It interconnects into other navigable canals which terminate in either Lake Okeechobee or the Miami River. The water carried by the borrow canal flows south and discharges into the Miami canal via either a pumping station designated S-8, or via the borrow canal next to L-28.7/ The water which enters the Miami canal ultimately travels to canal C-60 and then into the section of WCA-3 south of Alligator Alley (State Road 84). Flooding The rain water which once moved from west to east directly across the eastern portion of Hendry County, Florida into the EAA is now interdicted by L- 1, 2 and 3. As a result it ponds in the corner of the intersection of L-1 and L-2 (known in these proceedings as the L-1 angle). The area flooded is grass land used by Hendry County ranchers for the open grazing of beef cattle. Some of the pasture is improved, that is fertilized, but the majority of the area is unimproved range. During flood times the ranchers move their cattle to alternative pastures either to the north or to the west. The deepest flooding, when it occurs, is immediately next to the levees in the L-1 angle. The flooding has been known to reach depths as great as 10 feet and to extend westward for several miles. Because the land to the west of the L-1 angle is higher, the depth of the flooding decreases in a westerly direction. The duration of the ponding immediately in the L-1 angle has been as long as 80 days after a prolonged and heavy rainfall event. This flooding occurs despite the capacity of the borrow canal to remove 0.18 inch of flood water per day from the inundated area. When there is flooding in the L-1 angle there is also high water In the northeast corner of WCA-3A where some of the water from the borrow canal is presently discharged. During a dry season the land immediately adjacent to the present borrow canal suffers overdraining due to seepage of ground water into the canal and its resulting evaporation or conveyance south. Water Conservation Area 3A is part of a series of conservation areas established as their name implies to conserve water. Extending over portions of several South Florida counties including Palm Beach, Broward and Dade, they provide the recharge source for the Biscayne Aquifer and other aquifers which are the water supply for metropolitan South Florida. The water conservation areas are also wildlife refuges and provide natural habitats for numerous South Florida animals such as deer, alligator, and wading birds. Description of Project The Hendry County plan as described by the Corps in General Design Memorandum No. 2, 8/ envisions the construction of a flood control canal, C- 139, with two water flow control structures, S-239 and S-243. To create C-139, the Corps plans to further excavate the existing borrow canal next to L-2, L-3 and L-4 for a total distance of 37 miles. See Illustration I.* This excavation will result in the removal of 5.2 million cubic yards of earth and limestone. Some of the resulting spoil will be used to create a levee along the west side of C-139. Most of the excavation will be done by draglines on the canal banks. Upon its completion C-139 will be an immense water conveyance. At its northern end the canal will be only five feet across the bottom with a depth of 10.6 feet, but by the time the canal reaches WCA-3A it will have enlarged to a bottom width of 80 feet across and a depth of 19.5 feet. Its peak design capacity is 3,000 CFS. That is more than twice the present capacity of the existing borrow canal. Downstream from S-239 C-139 turns south to be designated C-139(S) and to gradually become increasingly shallower. This will cause a discharge pattern designed to create a sheet flow across WCA-3A. Benefits, Future Land Use It appears that when levees L-1, 2 and 3 were constructed the Corps failed to fully consider the adverse effect which would result from the impoundment of water by the new levees. According to the General Design Memorandum, Levees 1, 2, 3 and 4 were constructed in the mid 1950s to prevent flood waters originating on the then sparsely developed lands westward of the levees from contri- buting to flooding on the rich agricultural lands lying to the east of the levees. The original borrow canals were sized based on materials needed for the levee construction. The sparse economic development of the lands to the west precluded increasing the con- veyance capacity of these canals to prevent flooding on those lands. Construction of the levees and the subsequent increased de- velopment over the drainage area have aggra- vated flooding problems on the lands. Water stands on some of the land during practically the entire wet season virtually every year. As the landowners developed the land, they became increasingly vociferous about con- struction of works to alleviate the flooding for which they contend is project-induced. There is merit in their contention in that the adjacent project works adversely affected both depth and duration of flooding in the area west of Levees 1, 2 and 3. (Emphasis added) The facts presented at the instant final hearing are somewhat to the contrary, in that there was no showing of significant subsequent development west of the levees after their construction. For many decades vast family ranches have raised cattle on the mentioned lands as they continue to do today. The primary purpose of the proposed project is to now provide flood control to an approximately 261 square mile drainage basin west of the flood-causing levees.9/ With a design capacity of 3,000 CFS, C-139 can handle twice the water which drains through the present borrow canal. By way of comparison the present canal has a drainage capacity of .18 inches per day from the flooded area during a ten-year flood,10/ while C-139 has the capacity to drain .43 inches per day. This heightened discharge rate will cause land in the L-1 angle to flood less, and once flooded, to be underwater for a shorter period of time. For instance, an area which during a ten-year storm might have been submerged for 40 days prior to the construction of the project Is estimated to have an inundation period of only 10 days upon the project's completion. The significance of the reduced flooding to the landowners in the flooded area is difficult to gauge from the evidence. Because an intensification of land use would result in a lowering in the quality of the water which runs off the land and into C-139 and thence into the environmentally sensitive water conservation area,11/ the landowners supporting the project were understandably reluctant to testify that the project will allow them to use their land for more than continued cattle grazing. The testimony of Mr. Joe Hillard, a partner in Hillard Bros. of Florida, Inc., one of the larger ranches is illustrative: Q If this project, the flood control portion, were built, would your company change any of its land uses on this land that you described? A No, sir, not at all. Not with what I understand is going to be done with the project I wouldn't change anything. In response to the Hearing Officer's later inquiry, Mr. Hillard explained that the project would allow pasture land to be used for twelve months per year as opposed to the current nine months per year during a flood season. He does not anticipate grazing any more head per acre after the project. This evidence contrasted with the assumptions made by the Corps in that part of the General Design Memorandum which discusses the cost-benefit ratio of the project. The Memorandum states at p. 52: As noted previously, the existing activity within the area is predominately agricultural with major emphasis in beef cattle production. Local landowners and managers were asked to indicate the production changes they expected to make with the reduced flood hazards available under with (sic) project condi- tions. These expectations were prepared as a land use map with the basic control matrix. For the most part, these changes in land use represented more intensive types of agricultural cultivation. In some cases, existing beef pastures were expected to be replaced with sugarcane, truck crops, and citrus production. The majority of the changes were an upgrading of existing beef cattle operations. Such upgrading was affected (sic) by planting the more pro- ductive types of pasture such as clover and grass combinations, and the application of additional fertilizers and supplemental water. These expectations were assumed to exist under favorable cultivation conditions. Because of the nature of soil conditions in the project drainage basin, sandy with poor nutrient and water retention ability, it is unlikely that land use in the 261 square mile drainage basin will change significantly. As predicted by Mr. Hillard, it is likely that all the project would do is allow more grazing time on land which is now periodically flooded. Since it is not the function of this proceeding to inquire into whether the purported cost- benefit ratio of the project is accurate, no findings will be made concerning that issue. Project Permitting History The Hendry County portion of the Central and Southern Florida Flood Control project for flood control west of levees 1, 2 and 3 was authorized by the Congress of the United States in the Flood Control Act of October 27, 1965. The Army Corps of Engineers is the actual builder of the project, but SFWMD is the local sponsor and is the Corps' agent in applying for the necessary permits from DER. The Department as the permitting agency is in a curious position here. Its Bureau of Water Resources (BWR) was responsible for the State Public Works Program through which Florida requested Congress to fund the Hendry County Project. Mr. Charles Littlejohn who was head of the Bureau in 1976 had the responsibility of lobbying in Washington for funding of the project. The DER through its Bureau of Permitting is now asked to pass on the validity of a project which the BWR has so vigorously promoted. The Department's uncomfortable posture was recognized by its permitting staff. In a memorandum dated March 9, 1979 to Mr. E.D. "Sonny" Vergara, Mr. Forrest Fields at DER wrote: I told Mr. Brown, as I told you yesterday that I felt rather awkward in reviewing for permitting a project which the agency had endorsed for the public works list." Every year projects being sponsored for federal approval are reviewed by a process In the Division of State Planning called the A-95 Clearinghouse.12/ The Hendry County Project had a checkered history there. Serious objections concerning the environmental impact of the project were raised; nevertheless, DER through the BWR continued to seek and was successful in obtaining federal funding. On November 15, 1978, SFWMD filed an application with DER for the requisite permits to begin construction. During the course of DER's review of the project several issues arose between the parties. Among them were: Whether local approval pursuant to Section 253.124, Florida Statutes would be required? Would an exception from dissolved oxygen (DO) standards be necessary? Whether local water quality standards would apply if they were stricter than state standards? Local Approval As early as February 19, 1979, DER noted that plans submitted by the applicant proposed the placement of fill in waters of the state. In a letter to Mr. Lee M. Brown of SFWMD, Mr. Forrest Fields, the DER permit processor, observed: Second, on page 2/11 of your drawings, you indicated that approximately 5,800 cubic yards of fill material will be placed water- ward of ordinary mean high water. I pre- sume that this fill is associated with structures S-243 and S-239. Pursuant to Section 253.124, Florida Statutes, approval of this filling by resolution of the local government is required. To do this I will, upon receipt of the Department of Environ- mental Regulation field report, summarize and send this to the Hendry County Commission. The Commission will have to consider this report, and, by vote, adopt a resolution approving the project. I will send you a sample resolution. The requirement of local approval was reiterated numerous times. In March, 1979, Mr. Fields sent a staff report of a biological survey of the project to the Hendry County Commission for consideration in their approval of the project. During a meeting on March 21, 1979 in the DER Secretary's office representatives of SFWMD were told that local approval would be required. On April 10, 1979 the County Commissioners of Hendry County gave their approval to the project. In correspondence to Mr. Charles Lee of the Florida Audubon Society, Secretary Jacob D. Varn noted that the permit applications were still incomplete because local approval for filling associated with the two water control structures had not yet been received by DER. During a public meeting held on May 22, 1979, the County Commissioners of Broward County, after three and one-half hours of testimony, voted 6-0 against approving the project as it related to fill in Broward County. Subsequent to that vote the Corps and SFWMD asserted that local approval by Broward County was not required. In response to this assertion Mr. Charles Littlejohn, on behalf of the Secretary, requested a legal opinion from DER's General Counsel. On October 30, 1979, General Counsel's Legal Opinion 79- 72 concluded that the Department could assert Chapter 253 jurisdiction over the project and therefore "local approval" is a statutory requirement for its permitting. On March 17, 1980 Mrs. Evelyn Jackman of Jackman and Sons, Inc., one of the major ranchers in the project drainage basin, wrote to Governor Graham to urge the rapid approval of the project. Her correspondence was forwarded to DER for an appropriate response. Ms. Victoria J. Tschinkel as Assistant Secretary noted in her reply on April 3, 1980 that: Pursuant to Section 253.124(3), Florida Statutes approval must be obtained from the County Commissioners before we can complete the processing of a permitting application for fill in navigable waters. Approval has not been received from Broward County and there Is fill proposed for the Broward County portion of the project. Ms. Tschinkel did, however, assure Mrs. Jackman that: The Department of Environmental Regulation is sympathetic to the problems outlined in your letter, and for that reason the Depart- ment has made this project part of its public works package given each year to Congress. We still support this as a public works pro- ject and for that reason we are attempting to work out the permitting problems as ex- peditiously as possible. Shortly after Ms. Tschinkel's letter was sent there was another meeting in the Secretary's office to discuss the project. Mr. Lotspeich's interoffice memorandum outlines the Department's new position as it related to local approval. In addition, the issue of what constituted fill pursuant to Chapter 253, Florida Statutes, for local approval purposes was discussed. Helen Setchfield also partici- pated in this discussion. After Helen and I looked more closely at the project, it appeared that only a concrete structure (S-239) was to be placed waterward of OHW.13/ We both agreed that in past permitting practices we had not required local approval for the construction of structures waterward of OHW, but only when fill to extend existing lands or create new lands was involved. Since the application drawings did not clearly show the relation of the fill and structure relative to OHW and sheet 2 of 11 clearly indicates that fill will be placed "below MHW" Forrest must have assumed that local approval would be required if the canal was determined to be under Chapter 253, Florida Statutes jurisdic- tion. GCO-79-72 from Randie Denker indicated that the Department can assert Chapter 253, Florida Statutes jurisdiction in the canals and therefore local approval would be required. It would appear that there was really no clear understanding as to what the "fill" consisted of in the case of structure 239. Conversation with Mr. Walker [counsel for SFWMD] and Messrs. Parsons [counsel for Alico and other landowners] and Davis [SFWMD] indicated that there was no intention to place fill in the canal waterward of OHW and that the concrete structure would span the entire canal width. Since the application drawings did not clearly show the relation of the structure and fill re- lative to existing OHW, Mr. Walker said he would provide new drawings which would show this. Helen and I discussed the situation and we scheduled an appointment to talk the problem over the (sic) Terry Cole. It was agreed at the meeting that simultaneous "intent" letters would be sent on May 5, 1980 from permitting and the exception review people. May 16, 1980 DER entered into a Stipulation with SFWMD which states in its entirety: The SOUTH FLORIDA WATER MANAGEMENT DISTRICT and the DEPARTMENT OF ENVIRONMENTAL REGULA- TION for purposes of this proceeding hereby stipulate and agree that: The DEPARTMENT OF ENVIRONMENTAL REGULA- TION has jurisdiction under Chapter 253, Florida Statutes, to require permits autho- rizing construction and other activities described in the application which is the subject of this proceeding. None of the activities or construction, including the construction of the proposed Spillway S-239, as described in the appli- cation which is the subject of this pro- ceeding, constitute construction of islands or an addition to or extension of existing lands and islands so that approval of local governments as described in Section 253.124, Florida Statutes, is not required. This Stipulation is executed by counsel for each party on the date shown. On May 20, 1980 coordinated letters of intent to grant permits for the construction of the project were issued. Pursuant to the Stipulation local approval was no longer being required by DER. Alternative Site Specific Criteria After receipt of SFWMD's permit application for the construction of C- 139 and associated structures, DIR noted that it did not have adequate data on dissolved oxygen. In correspondence dated March 9, 1979, Mr. Forrest Fields said: Fourth, the dissolved oxygen data are not adequate. The available data were col- lected during daylight, only, and these data include occasional concentrations of less than 4.0 mg/l. In an effort to re- solve these deficiencies so that reasonable assurances may be provided, you, Walt Dineen, and I will discuss the South Florida Water Management District data on Thursday, March 15. The results of the March 15, 1979 meeting were memorialized by Mr. Fields in a file memorandum dated March 19, 1979. The memorandum stated in pertinent part that: On March 15, 1979, Mr. Lee Brown, Mr. Walt Dineen, and Mr. Fred Davis, from SFWMD, called to discuss the staff's request for "reasonable assurance" re. the Department's water quality standards. Mr. Davis, the applicant's chief chemist, said that, throughout the Everglades, in both canals and conservation areas, the water quality standards for both conductivity and dis- solved oxygen are frequently violated. He asserted that this is typical of the area. He believes that these data represent natural background. The situation regarding affirmative, reasonable assurance appears to be this: widespread and frequent observations of DO data which are less than the minimum for Class III waters commonly occur within the existing L-1, L-2, L-3 canals. The increase in depth associated with C-139 is predicted to exacerbate existing stress- es on the DO regime.... However, the SFWMD's response does not constitute reasonable assurance re. other Class III standards. The District's DO and conductivity data may conceivably supply assurances that these standards will be violated in C-139. (Whether background DO and conductivity violate the standards may become important.) The District appears to have two alternatives: 1) attack the Class III standard; 2) apply for variances for, at least, DO and conductivity. A follow-up meeting was held on March 21, 1979. Again, in a file memorandum dated March 28, 1979 Mr. Fields wrote: Consideration of reasonable assurance began at the March 15, 1979, conversation among Messrs. Brown, Davis and Fields. According to the SFWMD, widespread and frequent violations of the Class III water quality standard for dissolved oxygen, as contained in Chapter 17-3, F.A.C., occur throughout the Everglades, in the canals, agriculture areas, Lake Okeechobee, and the conservation areas. The existing borrow canals follow this pattern. The SFWMD alleges that this condition is natural back- ground. They agree that it is probable that any existing DO stresses exist in the borrow canal will be exacerbated in the proposed C-139. However, both the former and present editions of Chapter 17-3 F.A.C. allow for exceptions for natural background. The SFWMD will review these rules to determine which regulatory approach will be taken. In addition, the SFWMD will supply to DER data for the "benchmark" station in the L-28 canal and at Everglades National Park to demonstrate lower back- ground concentrations of DO. Furthermore, the SFWMD will apply, per Ch. 403.087, F.S., for a temporary operating permit for the completed structure. Conditions governing private connections and incor- porating BMPs may be included in the TOP. On April 5, 1979, SFWMD submitted in support of its original permit application a document called Evaluation of Natural Background Dissolved Oxygen in Conservation Area 3-A, South Florida. This evaluation received unfavorable reviews at. DER. Landon P. Ross, chief biologist, wrote in an April 9, 1979 memo that: I have reviewed the data provided by SFWMD regarding background DOs in the Everglades area and have the following comments: Indication that DOs are not harmful to local organisms are, in a legal sense, irrelevant to the question. The data provided give evidence of the occurrence of low DOs in the area. Since the measured low DOs seem to be from artificial drainage channels, they can hardly be supposed to be "natural". The measures that SFWMD provided, however, do not seem too different from the values that I would expect to find in a natural swamp habitat. The proposed "standard" cannot be logically derived from the DO measurements provided. This Evaluation was later submitted in support of first Petition for Exception noted infra. In his review of the data Mr. Fred Bartleson at DER wrote:14/ The data submitted by the South Florida Water Management District does not justify the requested exception for dissolved oxy- gen criteria for the Hendry County Project. The petition alleges that D.O. concentra- tions lower than 1.0 mg/l occur in the re- ceiving waters of Conservation Area 3A. However, the data submitted from that area indicate a minimum value of 2.3 mg/l. The value cited in the petition of less than 1.0 mg/l was recorded in the L-3 borrow canal adjacent to the conservation area. This canal drains an agricultural area. Similar data from the L-28 east canal which is less affected by cultural activity depicts minimum D.O. values between 3 - 2 mg/l. The low D.O. values found naturally in fresh- water wetlands during the warmer months ob- viously result in stress to the biota. The introduction of larger quantities of water from the proposed Hendry County Project, which is anticipated to have lower D.O. values as well as nutrients and pesticides from agricultural runoff, could adversely affect the ecosystem. The proposed exception allowing discharge of water with not less than 1.0 mg/l for more than two consecutive hours in any 24-hour period is arbitrary and not supported by data. It may well be that an exception could be granted for some lowering of the D.O. criteria with time constraints. However, more defini- tive and conclusive data are required to in- sure that this action would not cause adverse effects. The burden of supplying this infor- mation should rest with the petitioner. His views were supported by Messrs. Kevin Edwards, Vernon Myers, and G. J. Thabaraj. Mr. Edwards also noted the difference in DO readings between the WCA- 3A and the borrow canals. SFWMD filed a Petition for an Exception on July 23, 1979. The Petition alleged that the receiving waters of the proposed discharge are located in WCA-3A and that due to natural causes that portion of WCA-3A which will receive the discharge does not meet the state standards for DO as set out in Section 17-3.121, Florida Administrative Code. The DO levels of the proposed discharge are alleged to be similar to those levels already present in the water conservation area. In response to the Petition DER requested more information by a letter from Stephen Fox dated August 29, 1979. The letter requested: Data which supports the contention that the condition of the waters is the re- sult of natural causes, that is, there is an absence of man-induced alteration; or Data which supports the contention that the condition of the waters is the re- sult of man-induced causes which cannot be controlled or abated with technology or management practices. Data which supports the contention that the biota have not been adversely af- fected or will not be affected adversely. The data submitted with the application did not address the possibility that the low dis- solved oxygen levels may be caused by the practice of pumping water off the agriculture areas during the summer wet season. Compari- son with similar subtropical, undisturbed aquatic environment should be made. The dis- solved oxygen data should be compared with pumping schedules and with dissolved oxygen values of water pumped. Comprehensive water- shed and land use data is needed for a thorough review. Further, the data submitted did not support the contention in the petition of a corre- lation between C.A. 3A and canals L-3 and L-28. Also, the contention that in C.A. 3A dis- solved oxygen concentrations were below 1.0 mg/l were recorded was unsupported. The data array was not adequate in terms of distri- bution and frequency of sampling, to demon- strate that the dissolved oxygen regime ap- proaches the proposed alternative criteria. On October 2, 1979, E. D. Vergara summarized the status of the SFWMD application for the DER Secretary, Jacob D. Varn. His memorandum with respect to dissolved oxygen states: ... (permits) originally requested under old 17-3 rules, it was found quality assurances could not be made due to a naturally occurring condition of low DO. The Department requested information sup- portive of the low DO background, but due to differences in opinions among the biologists, the district elected to re- quest an exception under the provisions of the new 17-3 rule instead. Additional information has now been requested by the Department to support the request for an exception, and the District is cur- rently putting this together. It is the general feeling that with this additional data, granting the exception should be possible. SFWMD responded to Mr. Fox's letter above by submitting in the Spring of 1980, an Amended Petition for Exception from Criteria. In its Amended Petition the District abandoned the comparison, found in the original petition, of the proposed discharged waters' dissolved oxygen levels to the levels found in the water conservation district. Instead the District concentrated on a comparison of the dissolved oxygen levels in the proposed discharge waters to the levels in the relatively clean canals in the South Florida area, specifically the L-28 canal system. The District proposed that as an alternative to Class III standards the following criterion be established: During any 24-hour cycle the dissolved oxygen concentration within the photic zone shall exceed 1.0 mg/l, except during the extreme low point when values shall not be less than 1.0 mg/l for more than two consecutive hours. (Emphasis added) Accompanying SFWMD's Amended Petition was a report (Supporting Report) dated February, 1980, which provided a voluminous compilation of data to justify the alternative standard proposed.15/ On April 8, 1980, Ms. Helen Setchfield sent a memorandum to DER staff requesting that they review the Amended Petition and report back to her within five days. Also on April 8, 1980, after a meeting attended by both SFWMD representatives and DER representatives, it was decided that DER would issue coordinated letters of intent on May 5, 1980 for both the exception and the dredge and fill applications. In spite of the decision to issue letters of intent, DER permitting staff were not satisfied with the concept that ban-made canals were "natural" background or that the proposed DO standard was reasonable. On April 16, 1980, Rick Lotspeich wrote to Suzanne Walker, Chief of the Bureau of Permitting, that: I have reviewed the referenced "request for exception" and it appears that the petition and supporting report are suf- ficiently complete to allow evaluation of the merits of the request. It would appear that the proposed dis- solved oxygen standard of 2.0 mg/l over 24 hours and 1.0 mg/l "during the extreme low point" for not more than two hours, is excessively low and not warranted by the data presented. A review of the data from figures 4 and 5 generally indicate that the following standard would be appropriate: Dissolved Oxygen: The concentration should not average less than 4.0 mg/l in a 24-hour period and not less than 3.0 mg/l except during the months of June--September, when the concentra- tion shall not average less than 3.0 mg/l in a 24-hour period and never less than 1.0 mg/l. Later, after having received comments from Rick Cantrell and Bob Siciler, Mr. Lotspeich wrote to Ms. Walker the following: My recollection from reading the request for exception was that SFWMD had indeed recognized the fact that the canals and their design had contributed to the de- pressed DO values of the water in them. Pursuant to Subsection 17-3.031(1), Florida Administrative Code, there may be a consideration for "man-induced causes which cannot be controlled or abated I am in full agreement with Cantrell and Siciler's discussion of the adverse impacts that canals in general, and the specific canal involved in this project, have on water quality and biological resources. However, I disagree with the conclusions that they reached. Clearly, there are extenuating circumstances involved in this case which set it apart from other dredge and fill cases. In light of these circum- stances, the fact that the depressed DO levels have resulted from man-induced causes which cannot be controlled, and Cantrell and Siciler's own statement that approval of this project has little probability of worsening the existing water quality of L-2, L-3 and WCA-3, I would recommend that the exception be granted. However, the alternate DO standard which I recommended in my previous memo is still applicable. (Emphases added. The "extenuating circum- stances" were never explained.) Subsequently, on May 20, 1980, the Department issued a coordinated letter of intent to grant an exception but for the standard proposed by Mr. Lotspeich, not that requested by the Water Management District. Dissolved Oxygen and Exception Section 17-3.121(14), Florida Administrative Code requires that discharges into fresh waters of the state must exhibit dissolved oxygen concentrations of 5.04 mg/l or more. Normal daily and seasonal fluctuations above that level must be maintained. Dissolved oxygen in certain concentrations is required for aquatic life. The amount of oxygen contained in water is subject to numerous variables, many of which are interrelated. They include: amount of sunlight entering the water, ability of the water to transmit light, photosynthetic activity of aquatic plants, water temperature, mechanical oxygenation, mixing with other water which may have either a higher or lower dissolved oxygen content, depth of water, rate of oxygen consumption by resident biota, and time of day. It is undisputed that during certain seasons and times of day the water in the existing borrow canal does not meet the state dissolved oxygen standard. Readings as low as 0.9 mg/l have been obtained there. These low readings usually occur in the months of heavy rainfall, primarily July through September. See the data on Figure 4 of SFWMD's Supporting Report. Similar, though not so low measurements have been obtained in neighboring man-made canals such as L-28. L-28 has been used by water quality experts as a "benchmark" for canal water quality since it does not receive large amounts of runoff from agricultural areas where pollutants such as fertilizers are used. There are numerous times during a given year that the dissolved oxygen levels in L-28 are below the 5.0 mg/l state standard. It is also possible to find at least two locations in WCA-3A wetlands where dissolved oxygen readings are below Class III standards. At Gauge 3-2 in the northwest corner of WCA-3A near where the project would discharge, dissolved oxygen levels have varied from 2.3 mg/l to 10.8 mg/l; however, the mean value for the measured levels has been 5.5 mg/l as reported on Table 2 of the Supporting Report.16/ Unfortunately, the data regarding dissolved oxygen concentrations in the proposed discharge area are scant. This paucity was recognized by the Supporting Report which states at page 6: "No systematic study of the dissolved oxygen conditions or requirements for fresh water wetlands in general, or WCA-3A in particular, have yet been conducted." Despite the limited data on WCA-3A, certain comparisons between DO readings in it and in the borrow canal which would discharge into the area can be made. Readings taken at Gauge 3-2 do not sink to levels as low as those found in L-3. Compare Figure 4 of the Report to Table 2. The minimum readings taken in L-3 were during those periods of greatest discharge. If the discharge from the existing borrow canal were presently sent into the area of Gauge 3-2 during months of peak discharge, the waters entering WCA-3A would have a lower dissolved oxygen concentration than would exist naturally in the area. It is not surprising that water in the borrow canal exhibits unusually low dissolved oxygen levels. The levee sides limit reaeration which could occur due to wind movement. The surface-to-volume ratio is also unfavorable. Much oxygenation occurs at the interface between the water and surrounding air, but because the canal is relatively deep compared to its surface area, the proportion of water coming into direct contact with the air is low.17/ The depth of the photic zone, i.e., the section of water penetrated by light, is limited due to the naturally high color of canal water. Construction of C-139 will add somewhat to a lowering of dissolved oxygen levels in the entire canal water column. To increase its conveyance capacity, the existing borrow canal will be deepened significantly, particularly in its southern reaches. This deepening will result in a lowering of the ratio between the area of water surface to the depth of the canal. No mathematical data were presented by which the lowered ratio can be computed; however, an examination of Plates A-24 and A- 25 of the General Design Memorandum indicates that completed C-139 will contain a higher ratio of water below the photic zone than is presently contained in the borrow canal.18/ This is true only during those times when the canal is relatively full of water. As the canal level drops during a drought the photic zone will approach the canal bottom in the shallower sections. Both SFWMD and DER have proposed site specific DO alternative standards. These have been set out in the foregoing discussion of the permitting history. There is a significant difference between the proposals. SFWMD's proposal includes only the waters contained in the photic zone. It fails to recognize that during times of discharge, the waters of C-139 which are deposited in WCA-3A will not be only those of the photic zone, but will come from the entire water column of the canal. While SFWMD's standard might be acceptable for C-139 when it is in a no discharge state, the standard is completely unacceptable when the canal is discharging. Neither the standard proposed by DER nor SFWMD recognizes the difference between the dissolved oxygen regime which can be predicted for C-139 and that presently existing in WCA-3A. The data submitted would justify an exception from the present 5.0 mg/l Class III standard. There are certainly times when both the water existing in relatively unpolluted canals and in the water conservation area contain less than the present minimal content of dissolved oxygen. When C-139 is not discharging an exception, which would have a range now exhibited by the existing borrow canal, would be justified for the new canal. Sufficient data was not presented here to suggest the precise figures for such an exception. The information given for L-3 for instance, is compiled from samples taken only once during a given day. The water depth of the sample is not given. Accurate data would account for the diel variation and the effect of water depth on each sample. Without data which gives a daily average, it is impossible to determine if the water either standing in, or discharging from C- 139 will meet any proposed alternative criterion. For the same reason the data obtained for the present DO concentrations in WCA-3A is incomplete for establishing appropriate levels for discharge waters entering that area. The establishment of site specific alternative criteria must await the submission of more complete dissolved oxygen readings from the applicant. One of the elements in considering whether to grant an exception to established standards is whether the existing biota have adapted to the background DO levels. The proof here shows that the fish and other biota now living in the borrow canal either tolerate or have adapted to the present low DO regime there. It has also been proven that the biota in WCA-3A are tolerant of the naturally occurring low DO levels in that area. It was not shown how they would respond to a massive influx of low DO water when C-139 would be discharging. Hydroperiod in WCA-3A The northwest corner of WCA-3A, where C-139 and C-139(S) will discharge, has a higher ground elevation than that of the southern portion of the water conservation area. The highest elevation in the extreme northwest corner is approximately 17 feet above mean sea level (MSL). It tapers down to approximately ten feet MSL at the southern boundary of WCA-3A. The project is designed to facilitate the sheet flow of discharge water from the northwest area towards the southeast with an ultimate destination being flow into the Miami canal. The construction of the Miami canal, C-123, which runs on a northwest- southeast diagonal across the area, causes overdrainage of the northwest section. The borrow canal along Alligator Alley also contributes to excess runoff. This overdrainage has shortened the hydroperiod in the northwest corner from approximately 9 to 10 months to approximately 5 to 7 months. "Hydroperiod" is the span of time during which land is inundated by ponded water. The shorten hydroperiod has a profoundly destructive impact on the natural environment. The muck soil when not submerged oxidizes at an accelerated rate. At the present time the rate of oxidation in the northwest corner is more rapid than the replacement rate. Since the natural hydroperiod has been altered muck fires have been more severe and frequent. These fires destroy existing tree islands which dot the Prior to 1974 WCA-3A received discharges from the waters of the L-1, 2 and 3 borrow canal. The outlet of the canal at L-4 was determined to be inadequate for flood control purposes in the L-1 angle. To increase the discharge rate of the borrow canal culverts G-88 and G-89 were installed at the L-3/L-4 intersection in October of 1974. G-89 directs part of the flow from the L-3 canal into canal L-28 west, and then into pumping station 5-140 and into C- 60 (parallel to Alligator Alley). G-88 directs another part of the flow from the L-3 canal into the L-4 borrow canal and then into S-8 where it is pumped into the Miami canal. Rather than being allowed to flow in a shallow sheet across the water conservation area, the direct water flow is now sent southeast in canals for ultimate discharge outside the area. This waste would be eliminated by the proposal to have C-139 discharge into WCA-3A via C-139(S). There is no dispute that more water is needed annually in the northwest corner of the water conservation area. What is at issue here is the timing of placing additional water there. Generally when there is flooding in the L-1 angle and C-139 would be discharging at its maximum rate there is already flooding in WCA-3A. Rainstorm events are somewhat regional and cover both areas. The applicant estimates that if the volume of water discharged by C-139 in a two-week period were to be instantaneously spread over the northwest corner of WCA-3A 20/ it would raise the water stage by 0.4 feet. This would occur during a one in ten year storm. At that time the wildlife in the water conservation area would already be stressed by high water levels. A 0.4 foot increase in stage could kill deer and other terrestrial animals and destroy alligator nests, but it also could benefit the more aquatic animals. The result of this increase cannot be accurately predicted on the data supplied by the applicant.21/ While expert witnesses on behalf of the applicant were willing to express an opinion that the influx of drainage water from C-139 would be beneficial, the opinions were simplistically based on the unsupported assumption that because WCA-3A currently suffers from overdrainage, any additional water at any time would be beneficial. It is possible that those opinions were based on studies conducted which prove that a discharge of water such as will come from C-139 may create a beneficial increase in the marsh hydroperiod. Unfortunately, no evidence of the existence of such studies is in this record. The applicant's expert witnesses' opinions are therefore given little weight. In the present situation WCA-3A receives some water from the borrow canal during the dry season when additional water is most beneficial. At the expense of overdraining the land west of the borrow canal, ground water seepage now enters the canal and travels south through L-1, 2 and 3. After the construction of S-239, designed to prevent overdrainage, any possible flow into WCA-3A during dry periods will be cut off. No evidence was presented on what quantity of water WCA-3A will lose during a dry season due to S-239. Also the record does not reflect what effect that reduction will have on biota in the water conservation area. S-239 and Fill When the level of water in the borrow canal drops below the nearby water table, there is groundwater seepage laterally into the canal. If C-139 were to be constructed without any water control devices, it would exacerbate the overdrainage because it will be a far more efficient conveyance than is the borrow canal. S-239 has been designed to prevent this overdrainage. The structure will be located in Broward County. On May 22, 1979 the County declined to give its approval of the use of any fill, as the term is used in Section 253.124, Florida Statutes, for the construction of this project in Broward County. The Department of Environmental Regulation has not maintained a consistent unwritten policy on what is "fill" in navigable waters of the state.22/ Testimony from past and present Department employees indicated that at times a "use" concept was employed to determine what was fill. If additional dry land were created which would be used for commercial purposes, then the newly created land was called fill which required local approval. At other times use was unimportant. The test was whether or not the result of the additional material would be moving the point, at which the high water mark intersected the land, in a waterward direction. It is found that what constituted fill in past permit cases depended upon the personal interpretation of each Department employee. S-239 as proposed is a massive structure which will cost 1.32 million dollars 23/ to build. It will contain 11,000 cubic yards of fill and backfill; 530 cubic yards of 1' by 1' pieces of stone rip-rap; 1,230 cubic yards of concrete and 647,000 pounds of cement. 153,800 pounds of reinforcing steel will be required. The structure will be over 50 feet high and will span C-139 where it is 60 feet wide. Each of the two vertical lift gates which control the water flow will be 27 feet wide. See Illustration II.* In between them will be a concrete pier three feet wide and approximately 38 feet long. The cement bottom of the structure will rise from an elevation of 8.0 feet MSL to a crest of 3.3 feet MSL for a total height of 11.3 feet. In order to allow service vehicles to pass across the canal a bridge 13 feet wide will span from one bank to the other. This bridge will support large trucks. The stone protection provided for in the plans consists of 1 foot square pieces of rip-rap to be placed 40 feet immediately upstream from the control gates and 30 feet immediately downstream of the gates. The purpose of this protection is to prevent erosion of the canal bottom and sides where the water flows by at a relatively high velocity. The majority of rip-rap will be placed below the ordinary high water mark. Local Water Quality Standards The issue of local water quality standards arose late in the permitting process. DER had already issued two letters of intent to SFWMD before the Department gave consideration to standards promulgated by Broward County. It appears from the record that the Broward County standards were formally brought to DER's attention through the County's Petition for Formal Hearing filed on June 3, 1980. On June 26, 1980, DER issued an amended letter of intent which said: This letter is an amendment of the letter of intent to issue signed by the Department on May 20, 1980. In that letter, the Depart- ment stated: "This intent to issue is contin- gent upon the applicant being granted an exception from the criteria for dis- solved oxygen, for Class III waters, pursuant to Section 17-3.031, Florida Administrative Code." The preceding paragraph is hereby amended to include a provision that the applicant must obtain relief from the dissolved oxygen stan- dards that appear in Section 27-5.072(19), Broward County Code, through a variance or other legal mechanism, in addition to the exception from state standards for dissolved oxygen. Section 27-5.072(19), Broward County Code, states that DO is to have a "daily average not less than 5 mg/l; single reading never less than 4 mg/l. The May 20, 1980, letter also contained a paragraph that read: "However, should the Department grant an exception from the dissolved oxygen criteria pursuant to Section 17-3.031, Florida Administrative Code, the Division intends to issue the permit." This paragraph is hereby stricken and the following paragraph substituted: "If the Department grants an exception from the State dissolved oxygen criteria pursuant to Section 17-3.031, Florida Administrative Code, the Division intends to issue a conditional permit which will only become valid upon the granting of relief by Broward County from its existing local standards for dissolved oxygen." The Department is taking this position upon consideration of Section 403.182(6), Florida Statutes, which requires the Department to en- force all stricter or more stringent rules, regulations or orders in the jurisdiction where they apply. It is the Department's position that it is without discretion to grant relief from Broward County's local standard for dis- solved oxygen. By its Petition the County alleged that it has an approved local pollution control program and that the proposed project will violate its local standards for dissolved oxygen and nutrients found in Sections 27-117(b)(9) and 27-117(11) of the Broward County Code.24/ Neither SFWMD nor the Corps has applied to the Broward County Environmental Quality Control Board for either a license under Chapter 27 of the County Code or for a variance from the standards established therein. On April 20, 1972, the Florida Department of Pollution Control (the predecessor of the Department of Environmental Regulation) gave temporary and conditional approval for six months to the Broward County Pollution Control Program. This approval provided that the County has full authority to enforce its own laws, rules and regulations, provided that they must be as strict or stricter than those of the State. The County was also required to modify its rules if the State subsequently adopted the regulations in conflict with those of the County. On November 7, 1972, the Department of Pollution Control gave Broward County full and final approval pursuant to Section 403.182, Florida Statutes. Subsequently, in 1974 and 1976 the State and Broward County entered into new agreements. These agreements were the result of DER's desire to make uniform all its agreements with all qualified local programs. The Broward County pollution control program including the portion administered by the Environmental Quality Control Board, continues to be an approved local program as defined at Section 403.182, Florida Statutes.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation enter an Order denying South Florida Water Management District's application for a water quality permit and for a dredge and fill permit. DONE and RECOMMENDED this 13th day of October, 1982, in Tallahassee, Florida. MICHAEL PEARCE DODSON Hearing Officer Department of Administration Division of Administrative Hearings 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 October, 1982. * NOTE: Illustration I, noted in paragraph 8 and Illustration II, noted in paragraph 49 are not a part of this ACCESS document. Illustrationn II is available for review in the Division's Clerk's Office.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts relevant to the issues presented for determination are found: Quality of Service The prime concern and complaint of the customers who testified at the hearing was the quality of water they receive in their homes. The water was described as containing high levels of chlorine, to the extent that it smells of chlorine and, on occasion, fades or bleaches colored clothing when washed. At times, the water is cloudy or rusty in appearance and contains debris, such as sand, dirt or pebbles. One witness testified that clothing had been stained by rust in the wash water. Samples of water received into evidence illustrate the muddy appearance of the water, with debris visible. At times, the water is colored with algae, resulting in greenish-colored ice cubes. Broken appliances are attributed by several customers to have resulted from the debris contained in the water. Customers have experienced low water pressure in their homes and water outages for up to ten hours without prior notice from the petitioner. It was not established whether such water outages were the result of routine maintenance or emergency repairs. Several witnesses found it difficult to contact petitioner regarding billing errors and that slow or no responses to their inquiries were received. The billing errors included mailing the bill to the wrong address and the amounts of the bill. One such latter complaint is presently before the consumer affairs division of the Public Service Commission. The only complaints regarding sewer service were that there is often an unacceptable odor and that "there was sewage boiling out on my street two days in a row." (T.51) Notice of the hearing in this cause was mailed to all customers on February 25, 1981. The rate case documents were delivered by an employee of petitioner to the Clerk's office of the Lake County County Commission in the Lake County Courthouse on February 17, 1981. Water samples are taken on a monthly basis from each of the petitioner's plants. These samples are then analyzed for water quality in a state-controlled laboratory and the results are then sent to the Florida Department of Environmental Regulation and the local Health Department. Personnel from these regulatory bodies occasionally visit the plants and make independent tests. None of the petitioner's water systems or its sewer system are presently under citation from any regulatory body. A citation existing prior to the petitioner's acquisition of the Palms Mobile Home Park water system has been removed. Prior to the hearing, Petitioner's vice-president of operations, Charles Sweat, had not received any complaints from customers regarding the level of water pressure in their homes. With regard to notification of customers of water outages, it is the petitioner's policy to give a twenty-four hour written notice to all customers for planned, scheduled maintenance which would require the water to be off for any length of time. When accidents or emergencies occur, petitioner devotes its concentration to the restoration of service and advance notice is not possible. The Department of Environmental Regulation has minimum requirements relating to the amount of chlorine which must be added to a water system. There are no maximum requirements. One of the Fern Terrace water samples received into evidence at the hearing was very brown in appearance. On the day upon which that sample was taken, the system had experienced a malfunction of the air compressor, causing all the water to go out of the system. The brown-colored water was the result of debris and rust that had built up in the bottom of the tank. The inside of the tanks are cleaned on a periodic basis, and that particular tank had been cleaned approximately six months ago. Petitioner does have a main flushing program, and each system is flushed on a regular basis, the frequency of which is dependent upon the type of pipeline used and the quality of the water in the system. A flushing report is maintained to record the appearance of the water at the beginning and at the end of the flushing, the chlorine residual in the water, the amount of time taken and the estimated gallons flushed out of the line. No explanation was provided for another muddy water sample received into evidence. Rate Setting for the Morningview Sewer System The Morningview sewer system is capable of supporting a maximum of forty-two (42) residential connections. At the end of the 1979 test year, the system had only twenty-six (26) connections. The respondent, Public Service Commission seeks to impute sewer revenues from the unsold lots in the Morningview subdivision so as to recognize the plant capacity of 42 connections. It was undisputed that the sewer plant was 100 percent used and useful and no adjustment was made to this figure. Since petitioner's acquisition of the Morningview sewer system, it has experienced an average annual growth rate of 13.16 percent. During the last year and one-quarter, the growth rate has been approximately 25 percent. The number of connections has increased from 19 in 1976 to the present 30. Eleven connections have been added in a little over four years. The revenues from the imputed connections were obviously not collected during the test year, nor were they collected in 1980. It would take approximately three years to collect the imputed revenues at the current rate of growth. The Public Service Commission has not adopted a rule allowing this imputation method of ratesetting. The pro forma approach has been used in setting rates for a new utility or development, and has been described as an "innovative" method of adjusting used and useful plant. Expenses in addition to increased costs for electrical power and chlorine necessitated by the increased number of connections were not considered by the Public Service Commission to be material. Additional connections to the sewer system would involve some additional billing and service costs, though the difference in fixed costs for serving 42 connections and 26 connections is minimal.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that no adverse consequences be imposed upon the petitioner in its application for rate increases as a result of the quality of water and sewer service provided to its customers in Lake County, Florida. It is further RECOMMENDED that revenues not be imputed for 42 connections to the Morningview sewer system. Respectfully submitted and entered this 24th day of April, 1981, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of April, 1981. COPIES FURNISHED: R.M.C. Rose Myers, Kaplan, Levinson, Kenin and Richards Suite 103, 1020 Lafayette Street Tallahassee, Florida 32301 M. Robert Christ Legal Department Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301 Jack Shreve Public Counsel Room 4 - Holland Building Tallahassee, Florida 32301 Steve Tribble, Clerk Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301 Joe Cresse, Chairman Public Service Commission The Fletcher Building 101 East Gaines Street Tallahassee, Florida 32301 Anna Marie Norman 1219 LaSalida Way Leesburg, Florida 32748 Marilyn Smith 2924 North Porto Bello Avenue Leesburg, Florida 32748 Patti L. Wolf 2922 Alta Street Leesburg, Florida 32748 Anna P. Cowin 2913 North Porto Bello Avenue Leesburg, Florida 32748 Pam Angelillo 2922 Cocovia Way Leesburg, Florida 32748
The Issue The issue in this case is whether Florida Administrative Code Rule 40E-7.523(2)(c) is an invalid exercise of delegated legislative authority.*
Findings Of Fact The Parties 1. The District is a public corporation existing by virtue of Chapter 25270, Laws of Florida (1949), and operating pursuant to Chapter 373, Florida Statutes, and Title 40E-7, Florida Administrative Code, asa multipurpose water management district, with its principal office in West Palm Beach, Florida. 2. KRVSA is a Florida corporation whose members are substantially affected by the rule in question. 3. Phillip B. Griner is an individual who holds a Special Use License to use the Lower Reedy Creek Management Area/Rough Island Management Unit Protected Zone. He has been a member of KVSA since its inception in 1998 and was serving on its board of directors at the time of the final hearing.
Conclusions Based upon the foregoing Findings of Fact and Conclusions of Law, the Petition for Administrative Hearing is denied. DONE AND ORDERED this 19th day of December, 2003, in Tallahassee, Leon County, Florida. Pan ate J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 19th day of December, 2003.
Other Judicial Opinions A party who is adversely affected by this Final Order is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings are commenced by filing the original notice of appeal with Clerk of the Division of Administrative Hearings and a copy, accompanied by filing fees prescribed by law, with the District Court of Appeal, First District, or with the District Court of Appeal in the Appellate District where the party resides. The notice of appeal must be filed within 30 days of rendition of the order to be reviewed. 31
Findings Of Fact Application No. 76-00450 is for a consumptive use permit from 10 wells located in Hillsborough County, to be used for public water supply for the City of Temple Terrace. The permit seeks to withdraw 2.028 million gallons a day average annual withdrawal and 4.564 million gallons per day maximum daily withdrawal. The sought for withdrawal may affect other wells by drawdown of an average of 1" in a surrounding well. Such a drawdown will not seriously and adversely affect the surrounding wells. The Southwest Florida Water Management District's staff recommends issuance of the permit with the following conditions: That the applicant shall install totalizing flowmeters of a type acceptable to the district on all withdrawal points covered by the permit. That the applicant shall record the pumpage on a weekly basis and shall submit a record of that pumpage to the district quarterly beginning January 15, 1977. All individual connections supplied by withdrawals permitted will be metered. Records of meter readings will be made available to the district upon request. That the permit shall expire on December 31, 1980.
Findings Of Fact The Respondent is a multi-county water management district which was created by Chapter 25270, Laws of Florida, 1949, and which operates pursuant to the provisions of Chapter 373, Florida Statutes. The District is the local sponsor for the federally-authorized "Central and Southern Florida Project for Flood Control" and as such, operates and maintains various water control facilities and impoundments in South Florida, as authorized and constructed by the Federal Government. The jurisdiction of the District encompasses 16 counties in southern and central Florida, from Marion County in the north to Monroe County in the south. Water Conservation Area 2A is one of several water conservation areas within Respondent's jurisdiction and is a part of the federally-authorized Central and Southern Florida Project for Flood Control. On April 13, June 2, August 10, September 26, October 19, and October 20, 1978, the Governing Board of the District held public hearings and workshop meetings to receive comments from the District staff and the general public concerning the proposed "draw down" or alteration of water levels in Water Conservation Area 2A. Notice of the September 26, 1978 public hearing was published in the Florida Administrative Weekly, Volume No. 4, No. 36, on September 8, 1978. By the terms of the notice, the purpose of the September 26th public hearing was: To provide interested citizens with an opportunity to express their opinions and hear testimony regarding the District's proposal to lower the water level in Conservation Area 2A, located in western Palm Beach and Broward counties. The purpose of the draw down is to con- solidate the bottom sediments so that a more flexible water schedule can be begun to preserve the natural Everglades ecology . . . . After considering information received from staff and the general public, the Governing Board entered its "Order" No. 78-12 dated October 20, 1978 containing findings of fact and conclusions of law. This "order" provided, in pertinent part: That the staff take appropriate measures to accomplish the following: A draw down from current high water levels will be initiated October 31, 1978, with the goal of reducing water levels in the central portion of the marsh to ground level by December 31 (about 11.2 feet msl). From this point, water levels shall be allowed to continue to recede to a minimum level of 9.5' by the end of May, 1979. Water levels will be allowed to rise to about 12.5' msl by October 31, 1979. That the staff take appropriate measures to regulate water levels in Conservation Area 2A between 12.5' and 9.5' msl as provided in Paragraph 1. until November of 1981. That the regulation of Conservation Area 2A be carried out in a flexible manner to insure maximum environmental benefits and that adjustments in water level fluctuations and stages may be made predicated upon the environmental response of the Conservation Area 2A ecosystem resulting from the previous year's hydroperiod. That the staff pursue such research and data collection as is necessary to fully document the conditions of the marsh throughout the three year duration of the project. No formal hearings pursuant to Section 120.57(1), Florida Statutes, were requested as a result of the aforementioned workshop, public hearings or agency action embodied in the "order" of October 20, 1978. It is undisputed that Respondent did not comply with the requirements of Section 120.54, Florida Statutes, relating to rule making in issuing its Order of October 20, 1978. Petitioner, Joe Burgess, is the owner of Hinckle's Bait and Tackle Shop on State Road 84 in Broward County, approximately 12 miles from Conservation Area 2A. Petitioner Burgess derives approximately 60 to 70 percent of his business from customers who use Conservation Area 2A for hunting, fishing, and other recreational purposes. In addition, Petitioner Burgess personally uses Conservation Area 2A for hunting and fishing. Petitioner, Keith Finlayson, is an environmentalist who uses Conservation Area 2A for recreational purposes, including fishing, bird watching, observing animals in their natural habitats and flora identification. Petitioner Finalyson uses Conservation Area 2A for recreational purposes approximately two to three times per week. Petitioner, Concerned Citizens for the Everglades, Inc., is a not-for- profit Florida corporation, some of whose members presently use Conservation Area 2A for hunting, fishing, and other recreational purposes. Other members of the organization derive their living from businesses supported by revenues obtained from the general public directly attributable to "use" of Conservation Area 2A. One of the effects of the "draw down" will be to make certain portions of Conservation Area 2A inaccessible by boat during some periods of the year, thereby curtailing recreational and other use of the those areas. Water Conservation Area 2A, and other such areas within the jurisdiction of Respondent, is surrounded by levies and various water control structures and is operated independently of other water conservation areas, which are also surrounded by levies and water control structures. All of the water conservation areas within Respondent's jurisdiction are subject to different and independent water regulation schedules. The evidence establishes that it is not feasible to apply the same regulation schedule to all water conservation areas due to differences in topography. In fact, it is anticipated that a different regulation schedule for Water Conservation Area 2A will be developed after the current three-year draw down period is concluded. Although originally scheduled to commence on November 1, 1978, the "draw down" of water levels in Conservation Area 2A was delayed as a result of legal actions taken in state courts. As a result, the District did not actually begin the "draw down" until August, 1980.
The Issue Whether, and to what extent, Magnolia Valley Services, Inc., should be allowed to increase its water and sewer service rates.
Findings Of Fact Based on the evidence presented at hearing, the following facts are determined: I. The Application By application filed on August 14, 1980, APPLICANT sought authority to increase its water and sewer rates, on an interim and permanent basis, in amounts sufficient to produce $60,847 in annual gross water revenues, and $100,768 in sewer revenues. By Order No. 9571 dated September 30, 1980, the COMMISSION authorized an interim sewer revenue increase, under bond, of $8,205, and denied an interim increase in water revenues. The COMMISSION has approved APPLICANT's use of a test year ending December 31, 1979. At hearing, the APPLICANT amended its application by reducing its requested water revenues to $50,287, and increasing requested sewer revenues to $101,522. (Testimony of Gregg, Prehearing Statement; P-4.) II. Depreciation Rate Depreciation is a method of allocating the cost of fixed assets to their estimated useful life. As an above-the-line operating expense, it affects a utility's net operating income; by its impact on accumulated depreciation of plant-in-service and accumulated amortization of contributions-in-aid-of- construction, it also effects calculation of rate base. (Testimony of Walker, Gregg; P-3, R-1.) The COMMISSION has promulgated no rules as guidelines which establish generally, or in particular, the useful life of utility assets or the method by which their depreciation should be calculated. In practice, however, it has allowed utilities to apply a straight-line 2.5 percent depreciation rate and a 40-year useful life to all depreciable assets. Any deviation from this 2.5 percent across-the-board rate must be justified by the utility. (Testimony of Heiker.) Here, the APPLICANT proposes depreciation rates which vary according to the estimated useful life of the plant or equipment involved. In contends that its shorter estimates of useful life of specific assets reflect reality and actual experience more accurately than an across-the-board 40-year life standard. For example, rate meters are routinely replaced on a 20-year basis and lack of reserve capacity and changing voltages have substantially reduced the expected life of electrical motors and equipment. The APPLICANT's estimates of useful life were established by the opinion of a utility consultant and engineer whose qualifications went unchallenged by the COMMISSION; no competent evidence was offered to discredit or rebut his conclusions. The COMMISSION's engineer candidly admitted that depreciation "is really a nebulous thing," (Tr. 64) and declined to assert that the APPLICANT's depreciation schedules were erroneous. (Tr. 69.) The COMMISSION disputed the APPLICANT's depreciation schedules by referring to an unpublished 1973 staff memorandum retained at the agency's offices and not produced at hearing. That memorandum purportedly adopted 1973 depreciation rates developed by the American Water Works Association. Upon motion of APPLICANT, testimony concerning the contents of that memorandum was subsequently stricken. The COMMISSION engineer also testified that he was unfamiliar, even generally, with how the American Water Works Association's depreciation rates were derived. In light of the quality of the evidence presented of record, the APPLICANT's depreciation rates (including estimated useful life) are accepted as persuasive. (Testimony of Heiker, Gregg; P-1, P-3.) III. Attrition Allowance The APPLICANT seeks to include in operating expenses an attrition allowance of $1,992 for water and $8,161 for sewer operations based on alleged attrition it experienced between 1975 and 1979. It defines attrition as increased annual expenses which cannot be recovered at the time they are incurred. The COMMISSION opposes the requested attrition allowance on the grounds that: (1) the attrition study performed by the APPLICANT is unreliable, and (2) that the recent enactment of Section 367.081(4), Florida Statutes (Supp. 1980), which allows the passing through of certain increased expenses to customers, eliminates the need for a special attrition allowance. (Testimony of Gregg, Walker; P-2.) The COMMISSION's position is well taken. First, a major portion of the cost increases experienced by the APPLICANT in the past will be able to be passed through to its customers pursuant to Section 367.081, Florida Statutes (Supp. 1980). 2/ Those costs include increased power costs and ad valorem taxes. The APPLICANT responds that Section 367.081(4), supra, will not enable it to fully recover increasing expenses when they occur because rates may be adjusted, based on increased operating costs, not more than twice a year. Section 367.081(4)(e), supra. However, this new law should be implemented before it is pronounced inadequate to fulfill its purpose. Experience may show that major costs increase sporadically, or at predictable cycles, which facilitate carefully timed rate increases under Section 367.081(4), and that two such increases a year may prove fully adequate. (Testimony of Gregg, Walker; P- 2, R-1.) Secondly, the attrition study (P-2) submitted by the APPLICANT does not reasonably justify, or provide a reliable basis for projecting an attrition rate into the future. The 1975-1979 historical cost increases have not occurred at a constant rate. The 1979 increase in water operation costs was less than one- half of the average increase experienced between 1975 and 1979; in sewer operations, the 1979 cost increases were less than one-third of the four-year average. Moreover, a major factor in increased sewer costs was the 1978 conversion to a spray irrigation, total retention, sewage treatment system. Since this system meets the 1983 federal Clean Water Act standard of no- discharge, it is unlikely that increased operational costs relating to treatment changes will continue to occur. In short, the 1975-1979 historical cost increases of APPLICANT have been sporadic and do not support an assumption that they will continue to occur at the same rate. To include an attrition allowance based on such an assumption would be unwarranted. (Testimony of Gregg, Walker; P-2, R-1.) IV. Allowance of an Undocumented Operating Charge The APPLICANT proposed a $600 sewer expense item which was opposed by the COMMISSION because of lack of documentation. In response, the APPLICANT submitted--immediately prior to hearing--a cancelled check in the amount of $1,000. The discrepancy between the two amounts remains unexplained. Such action falls short of providing adequate documentation, and the proposed $600 sewer expense item must therefore be rejected. See, 25-10.77, FAC. V. Elements of Ratemaking and Applicant's Gross Revenue Requirements The parties agree: (1) that 14.5 percent is a fair and reasonable rate of return on rate base and reflects the actual cost of capital to APPLICANT; that the new rates should be designed in accordance with the base facility design concept, and that the quality of APPLICANT's water and sewer service is satisfactory. The remaining elements of ratemaking--rate base and net operating income--are not in dispute, and are depicted below: 3/ RATE BASE Test Year Ended 12/31/79 Water Sewer Plant in Service Accumulated $269,887 $511,200 Depreciation $(37,384) 4/ $(54,685) Net Plant $232,503 $456,515 Contributions in Aid of Construction (179,251) (360,055) Accumulated Amortization 22,421 Net Contributions in Aid of 4/ 41,231 4/ Construction (156,830) (318,824) Working Capital 3,515 7,082 TOTAL $ 79,188 $144,773 OPERATING STATEMENT Test Year Ended 12/31/79 Water Sewer Operating Revenues $53,300 $72,608 Operating Expenses: Operations 25,552 45,353 Depreciation 3,848 5/ 4,876 5/ Maintenance 2,572 6/ 11,306 6/ Amortization 1,439 Taxes Other Than Income 4,654 7/ 8,338 7/ TOTAL Operating Expenses $36,626 $71,312 Net Operating Income$16,674 $ 1,296 By applying a 14.5 percent rate of return against a rate base Of $79,188 for water and $144,773 for sewer, it is concluded that the APPLICANT should be allowed an opportunity to earn a return, or net operating income of $11,482 for water and $20,992 for sewer. Annual gross revenues of $48,108 (water) and $92,304 (sewer) are required to produce such a return--resulting in a net annual reduction of water revenues of $5,192 and a net increase of $19,696 in sewer revenues. VI. Interruption of Service Treatment Without Advance Notice Although the overall quality of its service has been adequate, infra, the APPLICANT has unnecessarily inconvenienced customers by interrupting water service without advance notice. These interruptions were planned in advance and not made on an emergency basis. The APPLICANT failed to adequately explain or excuse its failure to give timely notice. (Testimony of Pepper.)
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That Magnolia Valley Services, Inc., be authorized to file new rates structured on the base facility charge concept and designed to generate gross annual revenues of $48,108 for water operations and $92,304 for sewer operations, based on the average number of customers served during the test year. It is further RECOMMENDED that the utility be directed to strictly comply in the future with Section 25-10.56, Florida Administrative Code, by giving advance notice of service interruptions which are not emergency in nature. DONE AND ORDERED this 1st day of April, 1981, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 1st day of April, 1981.
Findings Of Fact Petitioner provides electric, gas and water utility service at various Florida locations. During the 1979 test year, its Fernandina Beach Water Division served an average of 2,500 residential customers, 523 general service customers and nine private fire line customers. In addition, it maintained 210 fire hydrants for the City of Fernandina Beach. Service The Utility is providing satisfactory water service. There were no service complaints presented at the public hearing, nor were there any citations or corrective orders outstanding. Rate Base The Utility seeks recognition of a $1,332,178 rate base. This amount includes $82,128 for an office building completed in the last month of the test year, a $7,600 chlorinator building completed after the test year (March, 1980) , and a pumphouse still under construction at an estimated completed cost of $106,000. Neither the amounts nor their completion dates are in dispute. However, the Commission seeks to utilize a 13-month average year rate base which would result in the exclusion of all the above facilities except for the office building investment during the final month of the test year. Both parties cite Citizens of Florida v. Hawkins, 356 So.2d 254 (Fla. 1978) in support of their positions. Although the Court discusses the various methods of computing a utility rate base, it concludes that unusual or extraordinary growth is a prerequisite to use of a year end rate base. The Utility did not demonstrate unusual or extraordinary growth. Rather, customer growth during the test year was only about two percent, mandating use of an average rate base. The Utility suggests that construction of the chlorinator was required by the federal government under the provisions of the Safe Drinking Water Act. If so, the Utility would be permitted to include this Investment in its rate base. 1/ However, the Utility was in compliance with the Safe Drinking Water Act prior to construction of the pumphouse and made no showing that it was required to undertake this project by government authority. Capitalization of interest on the funds used in construction of new facilities should be authorized. However, this amount will not be subject to inclusion in the rate base until the facility itself is included. The Utility plant was shown to be 100 percent used and useful in the public service. In view of this, and the adjustments discussed above, the Utility's average rate base for the test year is $1,103,201. See Schedule 1 for detail. Operating Revenues The Utility seeks a test year revenue authorization of $581,037 based on expenses of $456,184 and a 9.39 percent return on its proposed rate base. It seeks to include an expense item of $2,400 for tank maintenance, basing this amount on the five-year amortization of a projected $12,000 expenditure. Although this procedure is proper, since tank maintenance is periodically required, the $12,000 is the anticipated cost of future maintenance rather than an actual cost. Therefore, this figure must be adjusted to one-fifth of the last actual maintenance cost, or $1,105. Prior to December, 1979, when its office building was completed, the Utility rented the required space. Since the new building was not recognized for rate making purposes until the final month of the test year, it is proper to include the rent expense actually involved during the preceding 11 months. Therefore, an upward adjustment in expenses of $1,524 is required. Authorized expenses should also include $45,281 proposed by the Utility to meet known increases in the cost of purchased electrical power. The limitation on test year expenses is not the same as that on test year investment. Rather, Chapter 367, Florida Statutes, specifically provides for recognition of outside test year increases in electrical power costs. See Section 367.081(4)(b), Florida Statutes (1980). The Utility supported its proposed rate case expense of $5,100 by late filed exhibit. Neither the amount nor the proposed three-year amortization period were opposed by the Commission and are appropriately included herein. In view of the above findings and a 9.10 percent return on investment (discussed below) , the Utility is entitled to revise its rates to produce annual revenue of $536,970. See Schedule 2 for detail. Cost of Capital The parties agreed that 15 percent is an appropriate return on equity investment. This amount, when weighed against the current cost of debt, supports an overall 9.10 percent rate of return. Rate Structure The parties propose adoption of a base facility charge rate structure. This rate design includes a fixed charge to each customer served based on that customer's share of fixed operating costs. The second element of the base facility charge represents -- the variable cost of water actually used. This rate structure provides an equitable method of allocating service costs and is consistent with statutory requirements that rates be just and nondiscriminatory. See Section 307.081(2), Florida Statutes (1980). The Utility proposes to increase its fire hydrant charge from $8 to $12 monthly and to include this amount in its regular service rates to all customers rather than as a separate charge to the City of Fernandina Beach. The amount of the increase is consistent with overall revenue needs and was not opposed by the Commission. The procedure to include fire hydrant charges in customer charges was requested by the City Commission of Fernandina Beach and would not discriminate against any customer or group of customers, since all benefit from the fire protection represented by these charges.
Recommendation Based on the foregoing Findings of Fact and Conclusions A, of Law, it is RECOMMENDED that Florida Public Utilities Company be authorized to file revised rates structured on the base facility charge concept, designed to generate annual gross revenue of $536,970 based on the average number of customers served during the test year. DONE and ENTERED this 18th day of December, 1980, in Tallahassee, Leon County, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675
Findings Of Fact Pal-Mar is a water management district operating pursuant to Chapter 298, Florida Statutes, in Martin and Palm Beach Counties, Florida. Pal-Mar has proposed to construct a drainage system serving approximately 22,500 acres of land of which approximately 18,000 acres are located in Martin County. There are five (5) proposed phases of construction required to complete the drainage system. Four (4) of these phases, I, II, IV and V, are considered by Pal-Mar to constitute a closed system as defined in Section 373.403(6), Florida Statutes. There is no connection between phase III and the rest of the system. During mid 1976, Pal-Mar filed an application with SFWMD for a surface water management permit for Pal-Mar's water management plan for phase III. It was stated therein that Pal-Mar considered phases I, II, IV and V to be a closed system and exempt from the permitting requirement of Part IV, Chapter 373, Florida Statutes. At its regular monthly meeting of October 7, 1976, the governing board of SFWMD considered the status of phases I, II, IV and V of the Pal-Mar plan. A motion to declare phases I, II, IV and V not a closed system failed. No other motion was made concerning the system. At its annual landowners meeting of June 16, 1977, the president of Pal-Mar's Board of Supervisors indicated that Pal-Mar had received a "tentative declaration" that phases I, II, IV and V constitute a closed system. On September 2, 1977, Martin County initiated the instant proceeding. Phases I, II and V of the propose drainage system are separated from phase IV by State Road 711. The section of State Road 711 in Martin County is maintained by Martin County and Martin County owns a 200 foot easement for the State road. The southern portion of State Road 711 within the drainage system runs through Palm Beach County. The Jupiter Grade Road passes through the center of the proposed drainage system's reservoir in an east/west direction. Litigation is presently pending between Pal-Mar and Martin County as to the ownership of the Jupiter Grade Road. Pal-Mar has acquired no easements or other legal use of the Jupiter Grade Road from Martin County nor has Pal-Mar obtained from Martin County any form of easement or license to cross State Road 711 for purposes of implementing the drainage system. As part of its plan, Pal-Mar intends to acquire from either Martin County or Palm Beach County such control of or access to State Roads 711 and its appurtenant easement as is necessary to implement the drainage system plan. As to the Jupiter Grade, Pal-Mar intends to either provide a two part reservoir with containment levees to protect the Jupiter Grade, to seek requisite ownership or control of the Jupiter Grade from Martin County or to voluntarily relocate the Jupiter Grade as part of its proposed project. Finally, the project will require a joint levee east of phase IV, 500 feet north of State Road 706. Pal-Mar intends as part of its plan to obtain necessary easements for construction of the joint levee. The proposed system requires no water for filling, replenishing and maintaining its water level and indeed requires no water at all.
Recommendation For the foregoing reasons, it is recommended that South Florida Water Management District enter its declaratory statement declaring that the Pal-Mar Water Management District plan is a closed system as that term is defined in Section 373.403(6), Florida Statutes. DONE and ENTERED this 8th day of March, 1978, in Tallahassee, Florida. MICHAEL R. N. McDONNELL Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 8th day of March, 1978.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing; the following facts relevant to the issue presented for determination are found: The prime complaint heard from petitioner's customers who testified at the hearing was the objectionable odor of the water received in their homes. The water was described as smelling like chlorine or like sewer, swamp or sulphur water. Such an objectionable odor affects the water's taste, and several customers testified that they were compelled to use filters to make the water bearable to drink. Another witness testified that the water tasted like quinine. Other complaints regarding the quality of water provided by petitioner to its customers included the presence of debris, such as sand, silt or dirt, in the water, the staining of white sinks by the water and inadequate water pressure. Complaints with regard to the service provided by petitioner to its customers were also voiced. These complaints included interruptions in water service without prior notice, the presence of air in the water lines and the necessity of making long-distance telephone calls to Orlando when inquiring about their bills. One customer testified that even though he had paid for a temporary disconnection of his water when he was away from his residence, he was still billed a minimum charge for service. Several customers testified that petitioner's office personnel failed to timely or adequately respond to their complaints or inquiries regarding their bills. Charles Sweat, the vice president of operations for petitioner's fifty- one systems in eight counties, visits each of the systems at least once a month. At the time that petitioner took over the operation of the Intercession City water system in 1977, the system was under citation by the Department of Environmental Regulation for inadequate chlorination of the water. The Department of Environmental Regulation does have a minimum requirement as to the amount of chlorine which must be added to the water. Petitioner corrected this deficiency and the citation was removed. Neither of the two water systems involved in this proceeding - Intercession City and Tropical Park - are presently under citation by any state or local regulatory agency. Analyses of monthly laboratory samples of water from the Intercession City and the Tropical Park systems indicate that the water quality will meet the Department of Environmental Regulation's secondary drinking water standards which went into effect on January 13, 1981. Petitioner now provides a toll-free telephone number which Osceola County customers may use to call Orlando. Notice of this toll-free number was included in the water bills sent to customers in September or October of 1980. A log is maintained by petitioner of all interruptions of water service. On one occasion occurring on March 3, 1980, there was a water outage. The outage was caused by low temperatures freezing the pressure switch at a time when it was at a high pressure level. When there was no pressure, the switch, being frozen, was incapable of sending an on-signal to the pump. It was necessary for petitioner to use torches to thaw out the pipes to make the system work properly. Cold weather sufficient to cause such an effect rarely occurs in Florida. On January 16, 1981, there was an interruption in service caused by the county cutting a water line. Another interruption of service occurred on January 18, 1981. This was caused by the malfunction of an air release valve which releases excess air from the pressure tank. Air was eventually caused to go into the distribution system and consequently into the homes of the customers. Petitioner's personnel have been instructed to watch this type of situation more carefully and more often. Petitioner's vice president of operations was not aware of recent complaints from customers concerning air problems, but testified that he would immediately and personally follow up on the problem.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the quality of water service provided by petitioner to its customers in Osceola County be found to be satisfactory and that no adverse consequences be imposed upon the petitioner in its application for a rate increase as a result of the quality of its service. Respectfully submitted and entered this 22nd day of April, 1981, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 22nd day of April, 1981. COPIES FURNISHED: R.M.C. Rose Myers, Kaplan, Levinson, Kenin and Richards Suite 103, 1020 Lafayette Street Tallahassee, Florida 32301 Jack Shreve Public Counsel Room 4 - Holland Building Tallahassee, Florida 32301 M. Robert Christ Legal Department Florida Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301 Steve Tribble, Clerk Public Service Commission 101 East Gaines Street Tallahassee, Florida 32301
