The Issue The issue in this case is whether Respondent Laniger Enterprises of America, Inc. (Laniger), is entitled to the renewal of its domestic wastewater facility permit that was denied by Petitioner Department of Environmental Protection (Department).
Findings Of Fact The Parties The Department is the administrative agency of the State of Florida having the power and duty to protect Florida's air and water resources and to administer and enforce the provisions of Chapter 403, Florida Statutes (2005),1 and the rules promulgated in Florida Administrative Code Title 62. Laniger is a Florida corporation that owns and operates the WWTP that is the subject of this case, located at 1662 Northeast Dixie Highway, Jensen Beach, Martin County, Florida. The WWTP is referred to in the Department permit documents as the Beacon 21 WWTP. The WWTP Laniger acquired the WWTP in 1988 in a foreclosure action. At that time, the WWTP was in a "dilapidated" condition and was operating under a consent order with the Department. After acquiring the WWTP, Laniger brought it into compliance with the Department's requirements. Laniger's WWTP is commonly referred to as a "package plant."2 The WWTP's treatment processes are extended aeration, chlorination, and effluent disposal to percolation ponds. The WWTP does not have a direct discharge to surface water. It was permitted to treat 99,000 gallons per day (gpd) of wastewater. Its average daily flow during the past year was about 56,000 gallons. The east side of the WWTP site is adjacent to Warner Creek. On the north side of the WWTP site, an earthen berm separates the WWTP's percolation ponds from a drainage ditch that connects to Warner Creek. Warner Creek is a tributary to the St. Lucie River. The St. Lucie River is part of the Indian River Lagoon System. The Indian River Lagoon Act In 1989, the St. Johns River Water Management District and the South Florida Water Management District jointly produced a Surface Water Improvement and Management (SWIM) Plan for the Indian River Lagoon System ("the lagoon system"). For the purpose of the planning effort, the lagoon system was defined as composed of Mosquito Lagoon, Indian River Lagoon, and Banana River Lagoon. It extends from Ponce de Leon Inlet in Volusia County to Jupiter Inlet in Palm Beach County, a distance of 155 miles. The SWIM Plan identified high levels of nutrients as a major problem affecting water quality in the lagoon system. Domestic wastewater was identified as the major source of the nutrients. The SWIM Plan designated 12 problem areas within the lagoon system and targeted these areas for "research, restoration and conservation projects under the SWIM programs." Department Exhibit 2 at 11-13. Neither Warner Creek nor the area of the St. Lucie River that Warner Creeks flows into is within any of the 12 problem areas identified in the SWIM Plan. With regard to package plants, the SWIM Plan stated: There are numerous, privately operated, "package" domestic WWTPs which discharge indirectly or directly to the lagoon. These facilities are a continual threat to water quality because of intermittent treatment process failure, seepage to the lagoon from effluent containment areas, or overflow to the lagoon during storm events. Additionally, because of the large number of "package" plants and the lack of enforcement staff, these facilities are not inspected or monitored as regularly as they should be. Where possible, such plants should be phased out and replaced with centralized sewage collection and treatment facilities. Department Exhibit 2 at 64. In 1990, the Legislature passed the Indian River Lagoon Act, Chapter 90-262, Laws of Florida. Section 1 of the Act defined the Indian River Lagoon System as including the same water bodies as described in the SWIM Plan, and their tributaries. Section 4 of the Act provided: Before July 1, 1991, the Department of Environmental Regulation shall identify areas served by package sewage treatment plants which are considered a threat to the water quality of the Indian River Lagoon System. In response to this legislative directive, the Department issued a report in July 1991, entitled "Indian River Lagoon System: Water Quality Threats from Package Wastewater Treatment Plants." The 1991 report found 322 package plants operating within the lagoon system and identified 155 plants as threats to water quality. The 1991 report described the criteria the Department used to determine which package plants were threats: Facilities that have direct discharges to the system were considered threats. Facilities with percolation ponds, absorption fields, or other sub-surface disposal; systems located within 100 feet of the shoreline or within 100 feet of any canal or drainage ditch that discharges or may discharge to the lagoon system during wet periods were considered threats. * * * Facilities with percolation ponds, absorption fields, or other sub-surface disposal systems located more than 100 feet from surface water bodies in the system were evaluated case-by-case based on [operating history, inspection reports, level of treatment, and facility reliability]. Laniger's package plant was listed in the 1991 report as a threat to the water quality of the lagoon system because it was within 100 feet of Warner Creek and the drainage ditch that connects to Warner Creek. Laniger's WWTP was not determined to be a threat based on its wastewater treatment performance. There was no evidence presented that Laniger's WWTP had ever had intermittent treatment process failure, seepage to the lagoon system from effluent containment areas, or overflow during storm events. Those were the concerns related to package plants that were described in the SWIM Plan and the Department's 1991 report. Laniger's WWTP was not determined to be a threat based on evidence that it was causing or contributing to excess nutrients in Warner Creek or in that part of the St. Lucie River nearest to Laniger's WWTP. No evidence was presented that there are excess nutrients in Warner Creek or in that part of the St. Lucie River nearest to Laniger's WWTP. The Department's 1991 report concluded that the solution for package plants threats was to eliminate the package plants and connect their wastewater flow to centralized sewage collection and treatment facilities. To date, over 90 of the 155 package plants identified in the Department's 1991 report as threats to the water quality of the lagoon system have been connected to centralized sewage collection and treatment systems. The 1999 Permit and Administrative Order On August 26, 1999, the Department issued Domestic Wastewater Facility Permit No. FLA013879 to Laniger for the operation of its WWTP. Attached to and incorporated into Laniger's 1999 permit was Administrative Order No. AO 99-008- DW43SED. The administrative order indicates it was issued pursuant to Section 403.088(2)(f), Florida Statutes. That statute pertains to discharges that "will not meet permit conditions or applicable statutes and rules" and requires that the permit for such a discharge be accompanied by an order establishing a schedule for achieving compliance. The administrative order contains a finding that the Beacon 21 WWTP is a threat to the water quality of the lagoon system and that the WWTP "has not provided reasonable assurance . . . that operation of the facility will not cause pollution in contravention of chapter 403, F.S., and Chapter 62-610.850 of the Florida Administrative Code." The cited rule provides that "land application projects shall not cause or contribute to violations of water quality standards in surface waters." The administrative order required Laniger to connect its WWTP to a centralized wastewater collection and treatment [facility] "within 150 days of its availability . . . or provide reasonable assurance in accordance with Chapter 620.320(1) of the Florida Administrative Code that continued operation of the wastewater facility is not a threat to the water quality of the Indian River Lagoon System." As a result of an unrelated enforcement action taken by the Department against Martin County, and in lieu of a monetary penalty, Martin County agreed to extend a force main from its centralized sewage collection and treatment facility so that the Laniger WWTP could be connected. The extension of the force main was completed in April 2003. On April 10, 2003, the Department notified Laniger by letter that a centralized wastewater collection and treatment system "is now available for the connection of Beacon 21." In the notification letter, the Department reminded Laniger of the requirement of the administrative order to connect within 150 days of availability. On May 9, 2003, Laniger's attorney responded, stating that the administrative order allowed Laniger, as an alternative to connecting to the centralized wastewater collection and treatment system, to provide reasonable assurance that the WWTP was not a threat to the water quality of the lagoon system, and Laniger had provided such reasonable assurance. Laniger's attorney also stated, "due to the location of Martin County's wastewater facilities, such facilities are not available as that term is defined in the [administrative] order." On September 29, 2003, the Department issued a warning letter to Laniger for failure to connect to the Martin County force main and for not providing reasonable assurance that the WWTP will not cause pollution in contravention of Chapter 403, Florida Statutes. The Department took no further formal action until it issued the NOV in August 2005. Laniger's challenge of the NOV was consolidated with this permit case. The Permit Renewal Application In an "enforcement meeting" between Laniger and the Department prior to the expiration of 1999 permit, the Department told Laniger that it would not renew Laniger's WWTP permit. Later, when Laniger filed its permit renewal application, the Department offered to send the application back so Laniger would not "waste" the filing fee, because the Department knew it was not going to approve the application. Laniger submitted its permit renewal application to the Department on February 15, 2005. The Department considered Laniger's permit application to be complete, but proceeded to prepare the Notice of Denial without any technical review of the application. The Department denied the application on April 6, 2005. The Department's Notice of Permit Denial stated that the permit was denied because Laniger had not connected to the available centralized wastewater collection and treatment system nor provided reasonable assurance that the WWTP "is not impacting water quality within the Indian River Lagoon System." The record evidence showed that the "reasonable assurance" that would have been necessary to satisfy the Department was more than the reasonable assurance the Department usually requires for package plants, and more than the Department would have required if Laniger's WWTP was 100 feet from Warner Creek. Competent substantial evidence was presented that Laniger's WWTP is capable of being operated in accordance with the statutes and rules of Department generally applicable to package wastewater treatment plants. Laniger's 1999 permit expired on August 25, 2004. Laniger has operated the plant continuously since the permit expired. Whether the Martin County Facility is Available As discussed below in the Conclusions of Law, it is concluded that the Department did not have authority to require Laniger to connect the WWTP to the Martin County force main or to require assurance beyond the reasonable assurance generally required for package treatment plants in order to obtain a permit. However, because considerable evidence and argument was directed to whether the force main was available, that issue will be addressed here. The Martin County force main was not extended to the boundary of the Laniger WWTP site. The force main terminates approximately 150 feet north of the Laniger WWTP site and is separated from the WWTP site by a railroad and railroad right-of-way. Laniger presented undisputed evidence that the cost to connect to the Martin County force main would be approximately $490,000 and that cost was prohibitively high, given the relatively small number of households served by the WWTP. The Laniger WWTP is subject to rate regulation by the Public Service Commission (PSC). Laniger presented evidence suggesting that connection to the Martin County force main would result in rates that would not be approved by the PSC. The evidence was speculative and not competent to support a finding regarding PSC action. The evidence does show, however, that PSC rate regulation was not a factor that the Department considered when it determined that the Martin County force main was available. There is no Department rule that defines when a centralized sewage collection and treatment facility is "available." The determination that the Martin County force main was available to Laniger was made informally by members of the Department's compliance staff in the Department's St. Lucie office. Mr. Thiel testified that he considered the force main to be available because it was "in close proximity" to Laniger's WWTP. However, Mr. Thiel admitted that there is a difference of opinion within DEP as to when a facility is available and reasonable persons could disagree about whether a facility was available. Mr. Thiel thought that the cost to connect is a factor to be considered in determining whether a facility is available, but another Department employee did not think cost should be considered. There was no evidence that the Department took into account Laniger's cost to connect in determining that the Martin County force main was available. The Department simply assumed that the Martin County force main was close enough to the Laniger WWTP site that the cost to Laniger would not be prohibitive. In addition, the Department was aware of other package plants that had connected to centralized sewage collection and treatment facilities that were the same distance or a greater from the package plant, and the Department did not hear from the owners of the package plants that the costs were prohibitive. Timothy Powell of the Department stated that force mains are usually made available by extending the force main so that it is "abutting the property as much as possible." He also stated that he assumed that Martin County would extend its force main under the railroad and to the boundary of the Laniger WWTP site after Laniger agreed to connect. However, there was no evidence to show that this is Martin County's intent, and the Department did not tell Laniger that Laniger did not have to connect to the force main unless Martin County brought the line to the boundary of the WWTP site. If the Department had authority to require Laniger to connect to the Martin County force main when it became available, and in the absence of any rule criteria to determine when a centralized sewage collection and treatment facility is available, the determination would have to be based on reasonableness. Reasonableness in this context must take into account the cost of the connection. Cost is the inherent reason that Laniger was not required to connect to the Martin County centralized sewage collection and treatment facility without regard to whether the facility was available. Laniger showed that the cost of connecting to the force main is unreasonably high due to the need to construct a line beneath the railroad. Therefore, Laniger proved by a preponderance of the evidence that the Martin County force main is not available.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting Laniger Enterprises of America, Inc., a renewal of its wastewater treatment plant operating permit. The permit should contain the same conditions as were contained in the 1999 permit, with the exception of those conditions derived from Administrative Order No. AO 99-008- DW43SED. DONE AND ENTERED this 19th day of September, 2006, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER 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 September, 2006.
Findings Of Fact Petitioner Ferncrest Utilities, Inc. owns and operates a sewage treatment plant at 3015 Southwest 54th Avenue, Fort Lauderdale, Florida. It presently services the needs of a population of about 2500 primarily located in three trailer parks, certain warehouses, a 153 room hotel, and several other business establishments. The plant was constructed and operated by a lessee of Petitioner's owners, but, in July 1979, Petitioner became the owner and operator of the facility. At that time, it was determined necessary to secure new operators and upgrade the plant equipment and method of process in order to properly service the existing and anticipated future number of customers in the area covered by a Public Service Commission franchise. Although the plant had been operating at a permitted capacity of 0.25 million gallons per day (MGD), Petitioner planned to expand the capacity to 0.60 MGD by modifying the aeration tank, and adding tertiary sand filters and equipment for clarification. Upon assuming control of the plant, Petitioner found that the 0.25 MGD permitted capacity had been exceeded by approximately 120,000 gallons per day for a number of years. Petitioner estimates that a population of 6,000 could be served under its new proposed design capacity. (Testimony of Forman, Exhibit 1) Pursuant to Petitioner's application for a construction permit, dated May 25, 1979, to modify the existing treatment plant, Respondent issued permit No. DC06-21789 on August 6, 1979. The permit specified that it was for construction of additional tank capacity for an existing 0.25 MGD wastewater treatment plant intended to approve effluent quality, and further stated that plant design capacity would remain at that figure. A subsequent letter from Respondent's subdistrict manager to Petitioner on January 15, 1980, stated that an evaluation of the quality of the surface waters receiving the plant discharge and the effect of such increased discharge would have to be made before processing a request for an increase in permitted flow. (Exhibit 7) On February 8, 1980, Respondent issued a temporary operating permit for Petitioner to temporarily operate a 0.25 MGD contact stabilization sewage treatment plant, including additional tank capacity and tertiary filtration. Specific conditions attached to the permit stated that it was issued to give the permittee a reasonable period of time to complete construction of the modification outlined in DER Permit DC06-21789 and for subsequent assessment of the effects of discharge on receiving waters. The conditions further required that the facility continue to achieve 90 percent removal of BOD5 and total suspended solids at all times with specified average daily discharges of such substances. Another condition required that the effluent from the plant be adequately chlorinated at all times so as to yield the minimum chlorine residual of 0.5 parts per million after a minimum contact period of 15 minutes. (Exhibit 8) Thereafter, on July 21, 1980, petitioner filed the instant application for an operation permit for the facility at a design capacity of 0.60 MGD. On October 7, 1980, Petitioner filed a certificate of completion of construction. By letter of December 16, 1980, Respondent's South Florida Subdistrict Manager advised Petitioner that the application for an operating permit had been denied for the reason that monitoring of the Class III receiving waters by the Broward County Environmental Quality Control Board indicated that the dissolved oxygen concentration was frequently below the minimum of 5 milligrams per liter required by Section 17-3.161(1), Florida Administrative Code, and that Petitioner's plant contributed to the substandard conditions in those waters. Petitioner thereafter requested a Section 120.57(1), F.S., hearing. (Exhibits 1-2, 4, 8) Petitioner's plant discharges into the North New River Canal through a six inch effluent pipe. The canal extends from Lake Okeechobee to the intracoastal waterway approximately five miles in distance from the point of discharge of Petitioner's plant. Monitoring of water quality in the canal for the past several years by the Broward County Environmental Quality Control Board shows that the dissolved oxygen concentrations at various sampling stations have ranged from below one part per million to in excess of five parts per million, depending upon the season of the year. However, at no station did the dissolved oxygen concentration reach an average of five parts per million. In addition, the tests also showed that BOD5 is generally low in the canal waters. (Testimony of Mazzella, Exhibits 1, 3, 5) Petitioner's modified plant is now capable of treating 0.60 MGD and meets current basic state requirements of 90 percent (secondary) removal of BOD and total suspended solids. In fact, the plant has tertiary treatment and can consistently operate at a level of 95 percent treatment. The data submitted by the applicant as to effluent water quality characteristics showed removal of 98 percent BOD, 97 percent suspended solids, 50 percent total nitrogen, and 25 percent total phosphorus with an average chlorine residual in the effluent of 0.2 parts per million. The dissolved oxygen level in the effluent has been established at 6.5 milligrams per liter. (Testimony of Hermesmeyer, Dodd, Exhibit 1) Respondent's district personnel took one 24-hour sample of the effluent from Petitioner's plant in March 1981 and determined that a concentrate of 14.6 milligrams per liter of ammonia was being discharged to receiving waters. Respondent therefore determined that the dissolved oxygen levels of the canal would be further degraded because approximately 48 to 50 parts per million of dissolved oxygen would be necessary to offset the effects of oxygen removal resulting from the ammonia discharge. Respondent further found that, although the effluent from the plant had 6.5 milligrams per liter of dissolved oxygen, the amounts of phosphorus and nitrogen being discharged could lead to algal blooms and consequent eventual eutrophication of its waters. Respondent's reviewing personnel therefore considers that there would be negative impacts upon the receiving waters if Petitioner discharged its prior licensed capacity of 250,000 gallons per day, and that a discharge of 600,000 gallons per day would double such impacts. Respondent's personnel therefore believes that although Petitioner's facility meets the basic secondary treatment requirements of Rule 17-6.01, Florida Administrative Code, it does not meet the water quality-based effluent limitation specified in Rule 17-6.10. In order to meet such requirements, it would be necessary to redesign the plant for more efficient removal of nutrients or to redirect the discharge. (Testimony of Mazzella) Other facilities adjacent to or near the North New River Canal discharge directly or indirectly into the canal waters and contribute to an unknown degree to the poor quality of the canal waters. Additionally, agricultural use of land produces stormwater runoff containing fertilizer residue into the canal in an unknown amount. A sewage treatment plant operates at optimum level of treatment when it discharges at about 50 percent of its treatment capacity. (Testimony of Mazzella) In 1983, Broward County will require Petitioner's plant to conform to state advanced waste treatment criteria which will provide for additional removal of nitrogen and phosphorus from effluent. To meet this requirement, Petitioner, plans to investigate the possibilities of utilizing a landlocked lake on its property near the treatment plant as a seepage pond. Although Petitioner's plant is identified in area regional plans to be diverted to the Hollywood wastewater treatment plant in the future, there is presently no target date for tying in to such a regional facility. (Testimony of Hermesmeyer, Exhibit 1)
Recommendation That Respondent issue a permit to Petitioner for the operation of its sewage treatment plant, with appropriate conditions as designed to protect the receiving waters. DONE and ENTERED this 27th day of May, 1981, in Tallahassee, Florida. THOMAS C. OLDHAM Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of May, 1981. COPIES FURNISHED: Alfred Clark, Esquire Deputy General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Martin S. Friedman and R.M.C. Rose, Esquires Myers, Kaplan, Levinson, Kenin and Richards 1020 East Lafayette Street Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 =================================================================
The Issue The issue posed herein is whether or not the Respondent, Arthur M. Jones, Jr.'s Wastewater Treatment Plant Operator's license should be suspended or revoked based on conduct set forth hereinafter in detail based on allegations as set forth in the Petitioner's Administrative Complaint filed January 31, 1979.
Findings Of Fact Based upon my observation of the witnesses and their demeanor while testifying, the arguments of counsel and the documentary evidence received, the following relevant facts are found. Respondent, Arthur M. Jones, Jr., is a duly certified Class C Wastewater Treatment Plant Operator, certified pursuant to Chapter 17-16, Florida Administrative Code. Respondent holds license No. 793 originally issued by the Florida Department of Health and Rehabilitative Services on May 13, 1971. The responsibility for certification of wastewater treatment plant operators was transferred to the Florida Department of Pollution Control by Executive Order 72-75. The Florida Department of Environmental Regulation is the successor agency to the Florida Department of Pollution Control by virtue of Chapter 75- 22, Laws of Florida, and is authorized by Section 403.101, Florida Statutes, to issue and revoke operators' certificates pursuant to its rules and Chapter 120, Florida Statutes. At all times material to this complaint, Respondent was employed by the Duval County School Board in Jacksonville, Florida. At all times material, Respondent was employed by the School Board as a School Sewer/Water Plant Mechanic, a position requiring certification by the Department as a Wastewater Treatment Plant Operator. In his capacity as a School Sewer/Water Plant Mechanic and Class C Operator, Respondent was responsible for the operation, supervision, maintenance and collection of influent and effluent samples from various Duval County schools. Persons responsible for the operation, supervision, maintenance and collection of influent and effluent samples must be licensed and certified by the Department as a Wastewater Treatment Plant Operator. Additionally, Respondent, in his capacity as a School Sewer/Water Plant Mechanic and Certified Class C Wastewater Treatment Plant Operator, was responsible for the proper collection of composite samples of raw sewage and the treated effluent from each such plant. According to instructions given the Respondent, a composite sample was to be taken by filling one-third of a sample bottle at two-hour intervals until the bottle was full. The composite sample of raw sewage was to be taken from the influent line and the composite sample of treated final sewage was to be taken from the effluent line. After the collection process, Respondent was responsible for properly and accurately labeling the composite samples and for depositing them in a refrigeration unit at School No. 98. The composite samples are then picked up at School No. 98 by authorized personnel for laboratory analysis to determine whether sewage is being adequately treated. The complaint, in summary fashion, alleged that the Respondent on or about February 15 and March 15, 1978, completely filled a raw sample bottle from the filter bed rather than from the influent line of the plant at School No. 94. That sample was submitted as a composite sample and placed in the refrigeration unit for pickup and analysis by laboratory personnel. Additionally, the complaint alleges that on February 15, 1978, at School No. 82, Respondent filled raw and final sample bottles for Schools Nos. 82, 64, 83 and 153, none of which were a proper composite sample. The samples, it is alleged, were all taken from School No. 82. The complaint alleges that similar acts occurred on March 15, 1978; on April 4, 1978 and April 11, 1978, all of which acts "constitute gross neglect and fraud in the performance of duties as an operator of a wastewater plant." Based thereon, the Petitioner seeks revocation of the Respondent's Class C Wastewater Treatment Plant Operator's license. L. L. Masters is Respondent's foreman and is in charge of the wastewater treatment plant facilities. Masters is Respondent's immediate supervisor. On March 15, 1978, Foreman Masters assigned Respondent the duties of taking composite samples of Schools 94, 64, 83, 82 and 159. Evidence reveals that Foreman Masters arrived at School 82 at 9:00 o'clock a.m. and departed at 2:00 p.m. Evidence also reveals that Foreman Masters had a clear view of the entire wastewater treatment plant and that it was impossible for the Respondent to enter and leave the treatment plant in a manner whereby composite samples could be collected without Foreman Masters seeing him. In this regard, Respondent's work orders reflect that he reported having arrived at School 82 at 10:40 a.m. and departed at 12:10 p.m. (Petitioner's Exhibits 5, 6, 7 and 8.) On April 4, 1978, Respondent was assigned to collect composite samples from Schools 72, 233, 76 and 208. (Petitioner's Exhibit 9.) Foreman Masters observed Respondent on April 4, 1978, with employee Carl Casey. Masters went to School 77 at 8:30 and Respondent was not there, although he had given a dispatcher a routing which would have taken him to School 76. When Foreman Masters noted that Respondent had not arrived at School 76 by 8:30 a.m., he took employee Carl Casey to School 233 and left Casey at School 233 while he returned to School 76. The Respondent was not there and Masters drove to School 208 where the Respondent arrived at approximately 9:30 a.m. It suffices to say that the Respondent then left for School 233 and arrived there at 10:30. From approximately 10:45 to 11:45, the Respondent was in the wastewater treatment area of School 233 and took three samples from the effluent line and three samples from the influent line at School 233 from the period 10:30 a.m. through 11:45 a.m. (Petitioner's Exhibits 9, 10 and 11.) Employee Pat Wilson testified that he accompanied Respondent on February 15, 1978, and that all samples were taken from the filter beds of Schools 98 and 82. Detective Jack C. Adams of the Jacksonville Police Department was assigned to the surveillance of Respondent on April 11, 1978. Detective Adams credibly testified that the Respondent did not take composite samples from the assigned schools as reflected by the work orders submitted by Respondent Respondent appeared and testified that one of the events for which he had been charged occurred as alleged; however, he testified that inasmuch as he questioned the procedures, he was of the opinion that since no harm was done, and since no school experienced problems, he is not guilty of gross neglect and fraud in the performance of his duties as an operator of a wastewater treatment plant as alleged. The evidence herein reveals that the Respondent was instructed as to the proper procedures for testing, collecting and preserving composite raw and final samples from wastewater treatment plants by his employer. He testified that he had attended a seminar wherein the instructions for such procedures were outlined to him and that he was given a manual on the methods for collecting raw and final samples. Barry McAlister, a certification officer for the Department, testified that Class C operators are instructed as to the proper procedures for collecting samples. Additionally, he testified that the submitting agencies rely heavily on the operators to properly collect samples which are submitted for analysis. Chapters 17-19.04, Florida Administrative Code, additionally set forth the sampling and testing methods for collection and preservation of composite samples. Although there was some conflicting testimony respecting the adherence to the procedures uniformly by the various wastewater treatment plant operators employed by the School Board, the undersigned is of the opinion that the Respondent was not at liberty to select and choose the manner within which he would collect composite samples for analysis by his employer in view of outstanding instructions which were in effect during his employment.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is hereby, RECOMMENDED: That the Respondent, Arthur M. Jones, Jr.'s license as a Class C Wastewater Treatment Plant Operator be suspended for a period of two (2) years. RECOMMENDED this 28th day of September, 1979, in Tallahassee, Florida. JAMES E. BRADWELL, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Silvia Morell Alderman, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Reed Tallahassee, Florida 32301 Joseph S. Farley, Jr., Esquire Mahon, Mahon & Farley 350 East Adams Street Jacksonville, Florida 32202
Findings Of Fact The City has brought this action pursuant to Section 120.56, Florida Statutes, challenging Rules 17-50.015(2)(f) and 17-50.016(2)(f), Florida Administrative Code. Section 120.56(1), Florida Statutes, authorizes any person substantially affected by a rule to seek an administrative determination of the invalidity of the rule on the ground that the rule is an invalid exercise of delegated legislative authority. The Department has stipulated to the City's standing to maintain this action. 4. Rules 17-50.015(2)(f) and 17-50.016(2)(f) were adopted by the Department pursuant to Sections 403.061, 403.101, 403.1823, 403.1832, 403.1838 and 403.804, Florida Statutes. No disputed issues of material fact exist between the parties.
The Issue The issue in this case is whether the Southwest Florida Water Management District (District) should approve applications to renew consumptive use permits filed on behalf of the West Coast Regional Water Supply Authority (Authority), Pinellas County (County), and Freeman F. Polk (Polk), and if so, what conditions should be included in the permits. The District proposes to issue renewed permits to these applicants with specified conditions, but Polk seeks certain additional condition; to the permits sought by the Authority and the County, and similarly, the Authority and County seek the imposition of additional conditions on Polk's permit. The parties seek these additional conditions to insure that the permitted uses will not interfere with any legal use of water existing at the time of the applications, and will also not cause the water table to be lowered so that lake stages or vegetation are adversely and significantly affected on lands other than those owned, leased or controlled by the applicants.
Findings Of Fact The following findings are based upon relevant stipulations of the parties: The Authority is a special taxing district of the State of Florida encompassing Pasco, Pinellas and Hillsborough Counties, which was created by interlocal agreement on October 25, 1974. It is responsible for the design, construction, operation and maintenance of facilities in locations, and at times, necessary to insure that an adequate supply of water will be available to all persons residing within its boundaries. The District is an agency of the State of Florida which is charged with regulating consumptive uses of water in a sixteen county area, including Pinellas, Pasco and Hillsborough Counties. It has implemented a permitting program that requires all persons seeking to withdraw water in excess of an annual average daily rate of 100,000 gallons, and a maximum daily rate of 1,000,000 gallons, to obtain a consumptive use permit. The Cypress Creek Wellfield is located on a 4,895 acre site in central Pasco County, lying east of U.S. 41 between State Roads 52 and 54. The District owns 3,623 acres of this Wellfield, and the remaining 1,272 acres are owned by the City of St. Petersburg. Construction on the Cypress Creek Wellfield commenced in 1974, and it currently consists of thirteen production wells, numerous monitor wells, several thousand feet of transmission lines, two 5 gallon storage tanks, a pump station and several buildings. The City of St. Petersburg, Pinellas and Pasco Counties, and the District have transferred their rights and privileges in this Wellfield, as well as the Wellfield facilities, to the Authority by contracts entered into in November, 1973, and August 1974. Water produced at the Cypress Creek Wellfield is sold at cost by the Authority to users which include the City of St. Petersburg and Pinellas County. The water produced at this Wellfield comprises 29% of the County's total water system demand (20 million gallons a day), and 25% of the City of St. Petersburg's total system demand (10 million gallons a day). These water systems serve approximately 470,000 and 330,000 persons, respectively. In March 1978, the District issued a six-year consumptive use permit to the Authority, the City of St. Petersburg, and the County authorizing an annual average and maximum daily withdrawal of 30 million gallons a day from the Cypress Creek Wellfield. The Authority also began a detailed ecological monitoring program in, and around, this Wellfield in 1978. A three-year permit was then issued to the Authority in December, 1982, authorizing withdrawals of 30 million gallons a day, annual average, and 40 million gallons a day, maximum daily, from the Wellfield. The District determined by Order No. 82-28, dated December 1, 1982, that an average annual daily rate of withdrawal of 30 million gallons, and a maximum daily rate of withdrawal of 40 million gallons from the Cypress Creek Wellfield was a reasonable-beneficial use, was consistent with the public interest, and would not interfere with any legal use of water existing at the time of that application. An application for renewal of the Cypress Creek Wellfield consumptive use permit at the quantities permitted in 1982 was filed with the District on November 7, 1985, by the Authority, the County and the City of St. Petersburg. The continued withdrawal of water from the Cypress Creek Wellfield at an annual average daily rate of 30 million gallons, and a maximum daily rate of 40 million gallons is needed in order to meet the water supply demands of the residents of Pinellas and Pasco Counties, is in the interest of residents of Pinellas County, and will not cause the rate of flow of a stream or other watercourse to be lowered below the minimum rate of flow established by the District. The regulatory level of the potentiometric surface established by the District for the Cypress Creek Wellfield has never been exceeded by prior withdrawals of water at permitted rates. Continued withdrawal of water from the Cypress Creek Wellfield at an annual average daily rate of 30 million gallons, and a maximum daily rate of 40 million gallons will not cause the potentiometric surface level to be lowered below sea level, or any regulatory level established by the District, will not cause the surface level of water to be lowered below any minimum established by the District, and will not significantly induce salt water encroachment. The Cross Bar Ranch Wellfield is located on a 8,060 acre site in north central Pasco County, lying approximately one mile south of the Pasco-Hernando County line, and immediately east of U.S. 41. The Cross Bar Ranch Wellfield property has been owned by Pinellas County since 1976. Wellfield construction was completed in 1981. By agreement entered into on April 11, 1979, the Authority is obligated to sell the County water produced from the Cross Bar Ranch Wellfield, but any excess not currently being used by the County may be sold to other members of the Authority. A significant amount of water produced at Cross Bar Ranch is pumped to the Cypress Creek Wellfield where it is combined with that Wellfield's water, and then distributed to Pinellas and Hillsborough Counties, as well as the City of St. Petersburg, for further distribution. The water produced at these two Wellfields in combination accounts for about 60% of the County's total water system demand. Following pump tests performed from 1977 to 1979, as well as an ecological monitoring program, the District issued a modified consumptive use permit to the Authority by Order 80-9, dated February 6, 1980, for Cross Bar Ranch Wellfield. The District determined that withdrawals at an average daily rate of 30 million gallons, and a maximum daily rate of 45 million gallons from Cross Bar Ranch Wellfield was a reasonable beneficial use, was consistent with the public interest, and would not interfere with any legal use of water existing at the time of that application. On November 7, 1985, the Authority and County jointly applied to the District for renewal of the consumptive use permit for Cross Bar Ranch Wellfield at the current permitted quantities of an annual average daily rate of 30 million gallons, and a maximum daily rate of 45 million gallons. These withdrawal rates are needed in order to meet present and future water supply demands of the residents of Pinellas, Pasco and Hillsborough Counties, provide water for environmental mitigation, and make up water when one or more production facilities cannot pump at their permitted levels. The withdrawal of water from Cross Bar Ranch Wellfield at permitted rates will not cause the level of the potentiometric surface to be lowered below sea level, or any regulatory levels established by the District, and will not significantly induce salt water encroachment. Jumping Gully is the only stream or watercourse in the vicinity under the influence of this Wellfield, and the District has not established a minimum rate of flow for Jumping Gully. Hydrologic data collected from monitor wells located at the Cross Bar Ranch Wellfield show the potentiometric surface has been above mean sea level during the operation of this facility. The District has renewed consumptive use permits for a period of ten years for the City of St. Petersburg, and the City of Lakeland Power Plant. The Authority owns, leases or otherwise controls the area within both the Cypress Creek and Cross Bar Ranch Wellfields. Polk owns, leases or otherwise controls the property identified in his amended permit application of July 26, 1988. Both the Authority's and Polk's permit applications were filed on the proper forms, and otherwise comply with the District's procedural requirements for consumptive use permits. Each party has standing to participate in this case. The proposed uses of water which are the subject of these proceedings are reasonable beneficial uses, and in the public interest. The only permit criteria that remain at issue in this case are set forth in Rules 40D-2.301(1)(c) and (2)(e), Florida Administrative Code. The following findings of fact are based upon the evidence presented at the hearing: Polk was first issued a consumptive use permit for Ft. King Ranch in August, 1981, after both the Cypress Creek Wellfield and Cross Bar Ranch Wellfield had each been permitted to withdraw 30 million gallons per day. Polk's permit authorized him to withdraw ground water at an average annual rate of 420,000 gallons per day, and a maximum rate of approximately 1.94 gallons per day for irrigation of pasture grass and citrus, and cattle drinking water. A temporary consumptive use permit issued to Polk in August, 1981, was signed by him and states on its face that these additional groundwater withdrawals were necessary because of drought conditions. A modified permit was issued to Polk by the District in July, 1982, authorizing him to increase his withdrawals to an average annual rate of approximately 1.94 gpd, and a maximum rate of 5.9 gpd. Polk's wells are not metered. Prior to August, 1981, Polk did not have man made surface or groundwater withdrawal on his property. As it relates to this proceeding, the property owned, leased or otherwise controlled by Polk is known as the Ft. King Ranch, which is generally located between the Cross Bar Ranch and Cypress Creek Wellfields, and consists of approximately 6,000 acres. The Ft. King Ranch is comprised of five tracts which were separately acquired by Polk commencing in January, 1969, and ending in 1984. By 1978, Polk had acquired two of these five tracts. He leased a third tract beginning in 1971, before acquiring an ownership interest in 1981. These three tracts were designated parcels A, B, and C, and are located in the eastern and northern portion of the Ranch. These three parcels were the only tracts owned, leased or otherwise controlled by Polk at the time the first Cypress Creek and Cross Bar Ranch Wellfield permits were issued in 1978. The western tracts were acquired in 1982 and 1984, and were also referred to as the AL-BAR Ranch at hearing. Polk uses the Ft. King Ranch for a cow-calf operation, and also sod farming and seeding. From 1969 to approximately 1978, there was sufficient surface water on the Ft. King Ranch for these farming activities to be carried out without irrigation or wells. Water holes used by cattle were always wet, and lakes on the property were used for swimming and fishing. His pasture, hay, seed and sod grasses received moisture solely from rainfall. However, Polk did not establish the amounts of water used in his operations prior to the issuance of Wellfield permits. In 1976, parcels A, B, and C were used for these purposes, although Polk has frequently changed the specific size and location of acreages devoted to these land uses. In order to correct flooding that occurred on portions of the Ft. King Ranch during times of heavy rainfall, Polk sought the advice of the Soil Conservation Service in the mid-1970's. He was advised to construct a series of dikes and swales to control the flow of surface water on his property. During 1980 and 1981, Polk constructed a network of swales and ditches to divert and control the flow of surface water from portions of the Ranch needing less water to those requiring wetter conditions, such as his sod and seed operation. The swales interconnect lakes and ponds on his Ranch. He also constructed a levee on the property, and installed a lift pump. These activities have converted most of the eastern portion of his ranch to improved pasture and sod grasses, and virtually eliminated native vegetation. Polk had no professional help in the construction of his ditch-swale systems, or the levee. Beginning in approximately 1980, drier conditions were experienced at the Ranch. One of the ten driest years on record in this area occurred in 1980, and continued drought conditions in 1981 caused the District's Governing Board to declare a water shortage, and impose water conservation measures throughout the District. Some lakes and cypress swamps dried completely and failed to recharge to pre-1980 levels after rainfall. Due to reduced water availability since 1980, including drought conditions in 1985, Polk's calf weights have decreased, while the number of non-breeding cows has increased. Feed bills have increased due to reduced hay and grass production at the Ranch. Polk's bahia seed and sod crops have also declined since 1980 due to reduced surface water levels. Adequate and stable moisture is essential for seed production, and while such conditions did exist on the Ft. King Ranch prior to 1980, they have been absent since 1980. Due to the drier conditions which he noted in 1980 and 1981, Polk filed a formal complaint with the District in 1981. A site visit and pump test were conducted, and the District concluded that the Wellfields were causing less than a one foot drawdown in the Ft. King Ranch water table, and that dry conditions at his ranch were due primarily to drought. In 1985, Polk complained to the District again, and requested that it augment two lakes within the Ranch. After review of surrounding lake conditions, the District declined his request since Polk's lakes had not experienced water level declines atypical of lakes well beyond the influence of the Authority's Wellfields. Studies of water level elevations in the area indicate that the effect of Cypress Creek Wellfield pumpage is quite small when compared to natural changes in water levels due to variable rainfall and evapotransporation. Rainfall in this region is variable, and there has been a significant negative trend over time in surficial and potentiometric water levels that predates Wellfield pumpage. According to J. B. Butler, who was accepted as an expert in hydrology, the swales, dikes and levees constructed by Polk have not caused the water table or surface water level reductions experienced since late 1981. Rather, these are an attempt to divert and retain water on the property, and even in their absence, there would be no significant flow of surface water across Ft. King Ranch from an east to west direction. In addition, Butler testified that a fence line berm constructed along the northern border of the Ranch is an insignificant obstacle to the flow of surface water from the north to south across the Ranch when compared to topographic features, and has had no impact on the water tables of the Ranch. However, evidence introduced at hearing established that as early as 1981, the staff of the District concluded that the swales and elevated fence lines could be aggravating low water conditions by increasing evaporation and leakance, and by excluding surface water which would have entered the Ft. King Ranch from the north. The Authority offered competent substantial evidence to rebut the Butler testimony. Thomas Schanze, who was accepted as an expert in agricultural engineering, testified that Polk's elevated berm along his northern fence line has significantly restricted the flow of surface water onto Ft. King Ranch, and has contributed to the eastern portion of the Ft. King Ranch becoming a closed watershed. Between 1984 and 1986, approximately 700 million gallons of surface water have been excluded by Polk's water control and diversion activities. This exclusion has resulted in a diminished water table within the Ft. King Ranch of about one half foot compared with the water table on the northern side of the berm. Surface water cannot flow onto Polk's property until water levels immediately north reach flood stage. Aerial photographs of the Ft. King Ranch and surrounding properties show that the Polk property is significantly drier than surrounding properties, which include predominant wetlands. If the dry conditions experienced by Polk had been due to pumpage, the same dry conditions should be observed on surrounding properties and lands nearer the Wellfields. However, aerial photos show that lands closer to the Wellfields than Ft. King Ranch are less dry than the Ranch itself. This supports the position of the District and the Authority that Polk's own activities have had a significantly greater impact than pumpage on surface and groundwater levels. The reduction in productivity of Polk's farming activities is reasonably related to his northern berm which serves as a dike, preventing water from flowing onto Ft. King Ranch, as well as drought conditions existing in 1980, 1981 and 1985. The cumulative effect of water excluded from this property and dry weather conditions is significant, and accounts for decreased production. It was not established through competent substantial evidence that Polk's decreased production has resulted from any hydrologic impact of Wellfield pumpage. The District's expert in hydrology and ground water modeling, Robert G. Perry, concluded that significant water table declines on Ft. King Ranch due to pumping from Cypress Creek and Cross Bar Ranch Wellfields could not be confirmed. Through groundwater flow modeling and statistical analysis, he concluded that a one foot water table drawdown contour resulting from withdrawals at the rate of 30 mgd for 30 days without any recharge would not reach the Ft. King Ranch. Even in a worse case scenario of 120 days without recharge and pumpage at Cypress Creek of 30 mgd for 30 days, then 40 mgd for 30 days, and finally 30 mgd for 60 days, Perry concluded that the one foot water table drawdown contour would not reach Polk's Ranch. There is some evidence that under a worse case condition, pumpage at the Cross Bar Ranch Wellfield could result in the one foot water table drawdown contour intersecting a small portion of the western tract of the Ft. King Ranch, but this tract was not owned or leased by Polk in 1978, when the first Wellfield permits were issued. Conflicting evidence based upon steady state modeling by Craig Hutchinson of the United States Geological Survey was introduced on behalf of Polk to establish that the cumulative impact of the Wellfields could induce a significant drawdown in the water table in the area between the Wellfields, including the Ft. King Ranch. However, this evidence is rejected as less credible than the analysis conducted by Park and Phillip Davis, who was also accepted as an expert in hydrology and groundwater flow modeling. The steady state approach used by Hutchinson is inappropriate for analyzing the effects of wellfield withdrawals on the water table, because the water table is a dynamic system which is never at steady state. The transient groundwater simulation model used by the District is better suited for an analysis of impacts to the water table, although it does tend to overpredict such impacts, since it accounts for changes in rainfall. The Hutchinson analysis is also unreliable since it is based upon artificially derived antecedent water levels, rather than observed levels. Finally, he did not have required predevelopment water table data, and thus, could not verify water table predictions derived from his steady state model. A transient groundwater flow computer model used by Terry Bengtsson to estimate greater potentiometric surface and water table declines due to withdrawals from the Wellfields than predicted by Park or Davis was discredited, and shown to be unreasonable, by the results of a 28 day pump test in September and October, 1988. According to Rick Stebnisky, who was called on behalf of Polk and accepted as an expert in groundwater hydrology, the combined effect of pumping at the Cross Bar Ranch and Cypress Creek Wellfields has resulted in a significant reduction in water table and potentiometric surface levels at Ft. King Ranch, with such reductions being greater in the southern areas than northern portions of Polk's property. He testified that drawdowns have been noted since pumping began at Cypress Creek in April, 1976, with greater drawdowns occurring closest to the Wellfields, and for this reason drawdowns appear to be related to pumping rather than drought conditions. However, Stebnisky's conclusions were drawn from an overly simplistic hydrographic analysis which ignored factors other than pumpage, such as reduced rainfall, regional trends, surface drainage and non-wellfield pumpage, according to Robert G. Perry, an expert in hydrology and groundwater modeling. Stebnisky was not accepted as an expert in groundwater flow modeling. It was also established that some of the basic assumptions used by Stebnisky in predicting drawdowns were inaccurate, and not based upon accepted hydrologic principles. Therefore, when weighed and considered against other expert testimony, including that of Perry and Dr. J. I. Garcia-Bengochea, Ph.D., an expert in hydrology and environmental engineering, the testimony of Stebnisky is found to lack credibility. While Dr. Garcia-Bengochea agreed with the testimony of Stebnisky that the potentiometric surface and water table levels on the Ft. King Ranch had been somewhat reduced due PAGE 18 MISSING individual well meters, regardless of whether on-site wetlands are being augmented, and is sufficiently accurate for use in evaluating the impact of withdrawals on the water table and Floridan Aquifer. As a condition for renewal of the Authority's permits, the District has required that flow measuring devices or methods be installed for each augmentation discharge point, although generally augmentation of lakes and wetlands within wellfields is not metered. The allowable drawdown levels of potentiometric surface for the Cypress Creek Wellfield established by the District have never been reached. The lowest levels occurred during severe drought conditions in 1981 and 1985. However, even during these times, the lowest potentiometric surface level was 8.53 feet above regulatory levels. Notwithstanding the testimony of Philip Waller, an expert in hydrology, pumping from Polk's irrigation Wellfields have not had a significant impact on the Cypress Creek Wellfield because Waller's model assumptions are extreme, according to Robert G. Perry, whose field of expertise includes groundwater modeling. These unrealistic assumptions included that Polk would operate his irrigation wells at maximum capacity for 120 days, and that there would be no recharge, even though irrigation, like rainfall, would be expected to result in some recharge. Even under these extreme assumptions, Waller's modeling only produced a one foot drawdown at Cypress Creek Wellfield, which would still be well within regulatory levels established by the District, based upon data for the drought years of 1981 and 1985. Since 1979, Cypress Creek Wellfield has averaged approximately 30 million gallons per day, with the maximum withdrawal occurring in May, 1983, when it averaged 34.2 mgd. From 1981 to 1985, the average withdrawals from Cross Bar Ranch Wellfield remained stable at 13 mgd, but since 1986, the pumpage has increased to over 15 mgd due, in part, to the use of water from Cross Bar to compensate for contaminated wells shut down at the Eldridge-Wilde Wellfield. For purposes of Rule 40D-2.301(1)(c), Florida Administrative Code, the District does not consider the use of water that occurs naturally, without pumping or diversion, for use on crops or other agricultural purposes to be, an existing legal use of water, because it does not require a permit. The District does not apply Rule 40D-2.301(2)(e) to protect agricultural crops, but rather to protect naturally occurring vegetation. When an application to renew a consumptive use permit is reviewed by the District, and that renewal does not seek an increase in the quantity of water withdrawals, "legal users" are those present prior to the original permit. On May 17, 1988, a Final Order was entered in DOAH Case No. 88-0693R declaring the District's Rules 40D-2.301(3)(b), (c), and (d), Florida Administrative Code, which otherwise would apply in this proceeding, to be an invalid exercise of delegated legislative authority. The Authority's applications were declared complete by the District on June 18, 1987, and the District staff recommended issuance of these permits on August 14, 1987. Modifications to the draft permit were made by the District on December 28, 1988, and these modified draft permits are acceptable to the Authority. The latest draft permits contain stated conditions which include the requirement that the Authority directly measure the amount of water it uses to augment the water level of on-site wetlands. On February 22, 1989, the Authority and the District filed a Joint Notice of Settlement in Case Number 87- 4644 by which they settled their dispute as to the duration of consumptive use permit renewals for the Wellfields, and provided for a ten year permit for Cypress Creek, and a six year permit for Cross Bar Ranch Wellfield. Polk submitted his original permit application on April 13, 1987, and then amended his request on July 26, 1988. The District has proposed to issue a draft permit to Polk, with stated conditions.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Southwest Florida Water Management District enter a Final Order approving the consumptive use permit applications of the West Coasts Regional Water Supply Authority and Pinellas County for the Cross Bar Ranch and Cypress Creek Wellfields, with conditions proposed by the District, and also approving the consumptive use permit application of Freeman F. Polk, with conditions proposed by the District. DONE AND ENTERED this 10th day of July, 1989, in Tallahassee, Florida. Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 10th day of July, 1989. APPENDIX TO RECOMMENDED ORDER, CASE NOS. 87-4644, 87-4645, 87-4647, & 88-1169 Rulings on the District's Proposed Findings of Fact: Adopted in Findings 6, 21. Rejected as unnecessary. Adopted in Finding 6. Adopted in Finding 38. Adopted in Finding 21. Adopted in Finding 11. Adopted in Finding 38. 8-11. Adopted in Finding 20. 12. Adopted in Finding 21. 13-14. Adopted in Finding 22. Adopted in Finding 27. Adopted in Finding 25. 17-19. Adopted in Findings 25, 26. 20-22. Adopted in Findings 26, 28. 23-48. Adopted in Findings 31 through 35. 49-60. Adopted in Findings 28 through 30. 61-64 Adopted in Finding 36. 65-68. Adopted in Finding 37. Rulings on the Authority's Proposed Findings of Fact: Adopted in Finding 1. Adopted in Findings 4, 10. Adopted in Finding 2. 4-6. Adopted in Finding 39. Adopted in Finding 18. Adopted in Findings 21, 22. Adopted in Finding 40. 10-11. Adopted in Finding 3. 12-14. Adopted in Finding 36. Adopted in Findings 6, 38. Adopted in Finding 5. 17-19. Adopted in Findings 6, 21. 20. Adopted in Findings 7, 16. 21-23. Adopted in Finding 41. 24-25. Adopted in Finding 9. 26-27. Adopted in Finding 36. Adopted in Findings 11, 38. Adopted in Finding 10. Adopted in Finding 11. 3132 Adopted in Findings 11, 21. 33. Adopted in Findings 12, 16. 34-36. Adopted in Finding 41. Adopted in Finding 21. Adopted in Finding 24. Adopted in Finding 29. Adopted in Finding 24. 41-42. Adopted in Finding 22. 43-45. Adopted in Finding 25. Adopted in Finding 26. Adopted in Finding 25. Adopted in Finding 26. Adopted in Findings 26, 28. 50-53. Adopted in Finding 20. Adopted in Findings 20, 21. Adopted in Finding 20. Adopted in Finding 37. Rejected as not based on competent substantial evidence. Adopted in Finding 41. Rejected as unnecessary. 60-62. Adopted in Finding 35. 63. Adopted in Finding 36. 64-70. Adopted in Findings 34, 35. 71-76. Adopted in Findings 33 through 35. 77-78. Rejected as unnecessary and irrelevant. 79-80. Adopted in Finding 34. 81-87. Adopted in Finding 32. 88-91. Adopted in Findings 26 through 35. 92-96. Adopted in Findings 29, 30, but otherwise Rejected as unnecessary and cumulative. Adopted in Finding 28. Adopted in Finding 29. 99-100. Adopted in Finding 30. 101-102. Adopted in Finding 37. Rejected as unnecessary and cumulative. Adopted in Finding 37. Rejected in Finding 37. Adopted and Rejected in part in Finding 37 Ruling on Pinellas County's Proposed Finding of Fact: (The County also adopted the Authority's Proposed Findings.) 1. Rejected since the statement proposed by the County is not a finding of fact, but simply a statement on the evidence. Evidence which was not admitted at hearing has not been considered. Rulings on Polk's Proposed Findings of Fact: Adopted in Finding 3. Adopted in Findings 9, 10. Adopted in Finding 21. Rejected in Findings 6, 11, 21. Adopted in Finding 22. Adopted and Rejected in part in Findings 25 through 27. 7-8. Rejected in Findings 25 through 27. Adopted in Finding 25. Adopted in Finding 24. 11-13. Rejected in Findings 24, 29, 30. Adopted in Finding 37. Rejected as argument on the evidence and not a proposed finding of fact. COPIES FURNISHED: Edward P. de la Parte, Jr., Esquire Douglas M. Wyckoff, Esquire 705 East Kennedy Boulevard Tampa, Florida 33602 Thomas E. Cone, Jr., Esquire 202 Madison Street Tampa, Florida 33602 John T. Allen, Jr., Esquire Chris Jayson, Esquire 4508 Central Avenue St. Petersburg, Florida 33711 Bram D. E. Canter, Esquire 306 North Monroe Street Tallahassee, Florida 32302 Peter G. Hubbell, Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34699-6899
Findings Of Fact Ed Smith is the President of Riverside Village Mobile Home Park, Inc., which in turn is the owner of the mobile home park in question in this case. The mobile home park is located in Ruskin, Hillsborough County, Florida. Petitioner was served with an Administrative Complaint alleging that the chlorine residual in the park water supply distribution system was inadequate and that this constituted a violation of Chapter 513 and Section 386.041(1)(f), Florida Statutes, as well as Rule 10D-26.67(1), Florida Administrative Code. Specifically, the Administrative Complaint alleges violations occurring between July 16, 1986 and July 29, 1986, and seeks the imposition of a civil penalty in the amount of $500 per day which "shall be calculated when this complaint is received by the (Petitioner), and will run until the violation has been corrected." Petitioner requested a hearing to contest these allegations, and his request was filed with Respondent's Clerk on October 8, 1986. It was not established by competent substantial evidence when Petitioner "received" the Administrative Complaint which is the subject of this action. The only evidence of any violation occurring between July 16 and July 29, 1986 was the testimony of Harry Messick who signed an Official Notice and Notice of Intended Action which were both dated July 16, 1986, and which alleged that "chlorine reading found at time of inspection (was) between 0.1 ppm and (a) trace." However, Messick did not perform any test to either produce or confirm this result. He testified that someone else performed the field test, but there was no testimony from anyone else who may have actually conducted a test on Petitioner's water supply system on July 16, 1986. Therefore, it has not been established by competent substantial evidence that Petitioner's water supply system on July 16, 1986, was in violation of the requirement that .2 mg/1 of free chlorine residual be maintained. Testimony from Respondent's other witnesses, Norman Vik and Neil R. Schobert, indicates Vik was not even at Petitioner's mobile home park between July 16 and 29, 1986, and the only test conducted by Schobert found that Petitioner's water supply system was in compliance on July 24, 1986. Design modifications in Petitioner's water supply distribution system were approved by the Hillsborough County Health Department on July 9, 1986.
Recommendation Based on the foregoing, it is recommended that Respondent enter a Final Order DISMISSING the Administrative Complaint filed against Petitioner. DONE AND ENTERED this 19th day of February 1987 in Tallahassee, Florida. DONALD D. CONN Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of February 1987. APPENDIX (DOAH Case No. 86-4094) Rulings on Respondent's Proposed Findings of Fact: 1. Adopted in Finding of Fact 1. 2-3. Rejected in Findings of Fact 4, 5. COPIES FURNISHED: James A. Sheehan, Esquire Florida Federal Building One Fourth Street North Suite 800 St. Petersburg, Florida 33701 Carol M. Dittmar, Esquire 4000 West Buffalo Avenue Suite 520 Tampa, Florida 33614 Gregory L. Coler Secretary Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32301 John Miller, Esquire General Counsel Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32301 =================================================================
Findings Of Fact The Concerned Citizens of West Escambia County, Florida, is an unincorporated neighborhood association begun in the Spring of 1978. It has been concerned with local sewage and flood water problems. Many of the Citizens' members live in the LiFair subdivision abutting the Fairfield Village project on the south. FFV is a 72-unit low income federally subsidized housing project planned for development on a 7.47 acre site. The site is located on the west side of Fairfield Drive between Jackson Street and the Lillian Highway (U.S. 98) in Escambia County. On February 1, 1980, DER issued permit number CS17-25848 for the construction of a dry sewage collection system to serve Fairfield Village. That permit contained conditions 15, 16 and 17 which state: This permit does not authorize the connection of this collection to the Avondale STP. Separate authorization for the actual connection of this col- lection system to the Avondale STP is required from this department. Such authorization shall be applied for by separate letter to the Department. This permit shall not be construed to infer any assurance that the necessary authorization for connection shall be granted. Any such authorization shall be granted only when adequate treatment in accordance with rules, regulations, and issued permits of the Department is available for any flows transported by by the collection system. The system shall be inspected for any sediment debris and flushed prior to connection to the Escambia County sewer system. Subsequently on March 20, 1980, Paul F. McCartney on behalf of FFV requested that the above conditions be lifted as the moratorium on new connections to the ATP had been lifted. On January 1, 1980, C. H. Wigley, Jr., Director of Utilities for Escambia County gave notice that the two-year moratorium on new sewer taps into the ATP was lifted. This action was the result of a planned diversion of approximately 300,000 gallons per day (GPD) from the ATP to the Warrington Treatment Plant. DER on April 1, 1980, gave notice of its intent to remove conditions 15, 16 and 17 from FFV's permit. Petitioner on April 9, 1980, filed its petition for an administrative hearing on DER's proposed action. The anticipated waste water discharge from FFV is approximately 22,000 GPD. As a result of the 300,000 GPD diversion from the ATP to the Warrington Plant, there is more than adequate treatment capacity at the ATP for handling the FFV inflow. The ATP operates under DER permit number TP17-2080 issued on April 4, 1978 and has operated within its designed capabilities of 1,000,000 GPD since August, 1979. There is no showing that a connection of the FFV transmission line to the ATP will cause any violation of the plant's permit conditions. Evidence was presented by Petitioners that sewage lines in the Citizen's neighborhood frequently overflow. There was no showing however that any instance of overflow was caused by the ATP exceeding its operating capacity. It is more likely that their neighborhood sewage problems result from blockages in the transmission lines or result from pump-outages at the lift station between their neighborhood and the treatment plant. No showing was made that the connection of FFV to the ATP would adversely affect sewage collection in the LiFair subdivision. The monthly operating reports submitted to DER by the ATP were shown to be accurate. DER may reasonably rely on them in determining whether the requested permit modifications should be granted.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation enter a final order authorizing the modification of permit number CS17-25848 by eliminating conditions 15, 16 and 17. It is further RECOMMENDED that the Petition of the Concerned Citizens of West Escambia County, Florida, be dismissed. DONE AND ORDERED in Tallahassee, Leon County, Florida, this day of 18th of December, 1980. MICHAEL PEARCE DODSON Hearing Officer 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 18th day of December, 1980. COPIES FURNISHED: Artice L. McGraw, Esq. CETTI & McGRAW 26 East Garden Street Pensacola, FL 32501 P. Michael Patterson, Esq. 26 East Garden Street Pensacola, FL 32501 William W. Deane, Esq. Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 Alan C. Sheppard, Esq. EMMANUEL SHEPPARD & CONDON Seventh Floor, Century Bank Tower Post Office Drawer 1271 Pensacola, FL 32596
Findings Of Fact Based upon my observation of Respondent's witnesses and their demeanor while testifying, the documentary evidence received and the entire record compiled herein, the following relevant facts are found. Sometime prior to May 7, 1980, Petitioner, Wyatt S. Odom, applied for a permit to construct an individual sewage disposal facility for a houseboat on Drs Lake in Orange Park, Clay County Florida. By letter dated May 7, 1980, Ronald E. Bray, Sanitarian Supervisor for the Clay County Health Department, advised Petitioner that his permit application to construct an individual sewage disposal facility for a houseboat was being denied since the area of Petitioner's property was approximately 26,250 square feet2 A survey of the subject property revealed that the area is 19,890 square feet, which is of course less than one-half acre. (Respondent's Exhibit 2) (0.60 acre) with three individual sewage disposal systems already existing on the property; the land was not suitable for the installation that would allow the proper and required drainfield absorption area and setback requirement could not be maintained due to the existence of buildings, waterlines, wells, a lake and existing sewage disposal facilities which, if permitted, would be in contravention of Chapters 10D-6.23(2) and 10D-6.24(2), (3), (4) and (6), Florida Administrative Code. Supervisor Bray and Sanitarian Thomas Haley, observed the subject property and the survey, and concluded that based on the size of Petitioner's property and the existing wells and septic tanks thereon, it was unsuitable for and could not satisfy the setback requirements and the required drainfield absorption area. (Testimony of Ronald E. Bray.) As stated, Petitioner did not appear at the hearing to contest the Respondent's denial of his permit application.
Recommendation Based on the foregoing Findings of Fact and Conclusions of law, it is hereby RECOMMENDED: That the Respondent's denial of Petitioner's request for a permit to construct an individual sewage disposal facility for a houseboat on Drs. Lake in Orange Park, Florida, be UPHELD. DONE AND ORDERED in Tallahassee, Leon County, Florida, this 19th day of September, 1980. JAMES E. BRADWELL Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of September, 1980. COPIES FURNISHED: Wyatt S. Odom P. O. Box 14735 Jacksonville, Florida 32210 Leo J. Stellwagen, Esquire Assistant District IV Counsel Department of Health and Rehabilitative Services Post Office Box 2417F Jacksonville, Florida 32231 Alvin J. Taylor, Secretary Department of Health and Rehabilitative Services 1321 Winewood Boulevard Tallahassee, Florida 32301
The Issue Whether Petitioner should be granted a water pollution operation permit for the Bennett Road Sewage Treatment Facility under Chapter 403, Florida Statutes.
Findings Of Fact Petitioner owns and operates a sewage treatment plant known as the Bennett Road Sewage Treatment Facility in Orlando, Florida. The plant was originally built in the 1950's and its method of treatment has been modified and improved over the years. At the present time, the plant serves about 60 percent of the sewage treatment needs of the city. The sewage is first treated for the removal of biological compounds by means of trickling filters, followed by chemical treatment for removal of BOD, suspended solids, and phosphorus. In the latter process, aluminum sulfate is used, together with a polymer to assist in forming larger particles for more rapid settlement. These processes are followed by final settling, clorination and discharge through an outfall pipe approximately five miles to the Crane Strand Creek and thence to the Little Econlockhatchee River (Little Econ) which meets the Big Econlockhatchee River approximately twelve miles downstream and flows into the St. Johns River twenty- seven miles downstream. About 60 percent of the flow from Crane Strand Creek into the Little Econ is derived from the Bennett Road plant and there is no other significant source of pollutants from the remainder of the discharge. (Testimony of Jewett, Matthes, Petitioner's Composite Exhibits 1,2) In 1973, Respondent's predecessor, the State Department of Air and Water Pollution Control, issued a temporary operation permit to Petitioner, subject to certain conditions, for the Bennett Road plant. The permit was effective until June 1, 1976, "or sooner pursuant to the permittee upgrading his facility to provide 90 percent treatment and obtaining an operation permit in accordance with the rules and regulations of the Department Of Pollution Control." On May 7, 1976, Petitioner submitted an application for an operation permit wherein it was stated that the facility would be abandoned as soon as the Orlando Easterly Regional Facilities were constructed with a new treatment plant to be located in the vicinity of Iron Bridge Road. Respondent's manager of the St. Johns River District advised Petitioner by letter of July 21, 1976, of the Department's intent to deny the application for an operating permit. The reasons given were that (1) available data was insufficient to show sustained secondary treatment as defined in Chapter 403, Florida Statutes, and Chapter 17- 3, Florida Administrative Code; and (2) the facility's discharge caused violation of Section 17-3.09(3), F.A.C. The latter provision establishes one of the criteria for classification of Class III waters and provides generally that the concentration of dissolved oxygen in all such surface waters shall not average less than 5 mg/l in a twenty-four hour period and never less than 4 mg/l. Class III waters are designated in Rule 17-3.09 as "Recreation - propagation and management of fish and wildlife." In its above-mentioned letter, Respondent suggested that the Petitioner apply for a temporary operation permit. Petitioner chose to request an administrative hearing on the proposed denial and did so by petition filed herein on August 5, 1976. At the commencement of the hearing, the parties orally stipulated that Petitioner has been meeting the statutory and regulatory requirements as to secondary treatment so as to warrant withdrawal of Respondent's objection to granting the permit on that ground. The parties also agreed that the only matter remaining in issue is the question of whether Petitioner's discharge violates water quality criteria. (Petitioner's Exhibits 6,7) Petitioner began consideration of the need to replace or expand the Bennett Road plant about 1968. These plans have reached a stage where the Petitioner is now in the process of purchasing land and concluding a planning study required under federal law to construct a regional facility to service the eastern part of Orlando and a few of the northerly communities, including some in Seminole County. Such regionalization of sewage treatment facilities is encouraged by the federal government which provides 75 percent of the funding necessary for construction under Public Law 92-500 . It is anticipated that the proposed facility will be completed in 1980 at which time the Bennett Road plant will cease operations. The regional facility is to be located at Iron Bridge Road and its discharge would flow into the Little Econ several miles downstream of the present Bennett Road discharge. (Testimony of Matthes, Schneider, Petitioner's Composite Exhibit 2) Operation permits have been granted from 1971 to 1976 to a number of sewage treatment plants that will tie-in to the proposed regional facility. These permits were issued even though the discharge of most of the plants did not meet water quality standards. However, practically no secondary treatment plant can meet water quality standards in Central Florida without an extensive mathematical "modeling." These calculations made by Respondent are formulated from surveys of the body of water in question and result in what is termed "a waste load allocation." This term deals with a treatment standard that is computed to ascertain the assimilative capacity of a receiving body of water to take in pollutants from a particular source in order that water quality standards in terms of dissolved oxygen levels may be maintained. The waste load allocation is the standard which the treatment from the source must perform before it can be discharged. None of the above-mentioned plants nor the Bennett Road plant had been provided an assigned waste load allocation at the time of Respondent's adverse action on Petitioner's application. Neither had it been a past requirement of Respondent to require information concerning dissolved oxygen from an applicant in order to issue an operation permit. However, a preliminary survey of the Little Econ had been completed by Respondent by February 1976, and from this, a mathematical model was later computed based on chemical analysis of water samples taken from designated areas in that body of water. In the aforesaid permits that were granted, a clause provided that the plants would have to work with the City of Orlando in resolving discharge problems and cooperate in the achievement of a regional system. Although water quality criteria had not changed in recent years, they had not been enforced because Respondent had had insufficient background water data. At the time Petitioner's permit application was recommended for denial, the primary basis therefor was the fact that the Bennett Road plant had not then reached 90 percent treatment capability over a sustained period. The question of water quality was incidental in view of the fact that that office did not then have the final determination of water quality as evidenced by the intensive survey of the Little Econ and the final math modeling. (Testimony of Jewett, Davenport; Petitioner's Exhibit 4) By interoffice memorandums from the Respondent's Director of the Division of Environmental Permitting to district and subdistrict managers, dated January 28 and April 13, 1976, Subject: Temporary Operating Permits, the said managers were instructed that no operating permits should be issued for any source not achieving secondary treatment of its wastes or not meeting water quality standards. In such cases, only temporary operating permits were to be issued. Further, it was stated in the April 13 memorandum that enforcement action would be initiated against municipal facilities if they were either not achieving 90 percent removal Of BOD and suspended solids or not meeting water quality requirements, and had either (1) not applied for a federal grant, (2) was not following up to ensure receipt of the grant, or (3) had received a federal grant but was not expeditiously accomplishing the grant requirements. It was stipulated at the hearing that the memorandums had not been promulgated as rules by Respondent under Chapter 120, F.S. (Respondent's Exhibits 1, 2, Stipulation) Although the Little Econ is a highly degraded body of water, upstream of the Bennett Road discharge point it has a dissolved oxygen level of over 6 mg/l. After mixture with the Bennett Road discharge, the level drops to about 2 1/2 mg/l. Based upon the intensive survey taken by the Respondent in 1976, it was determined that water quality violations existed below the Bennett Road plant's discharge point but not above that point. It was further determined that the Bennett Road facility was contributing about 89 percent of the oxygen demanding substances in the system. In fact, the dissolved oxygen levels downstream from the Bennett Road discharge reached as low as one milligram per liter at several points. They ranged from that level up to approximately four and one-half milligrams per liter throughout the entire 27 miles of the system. The foregoing was the conclusion of Respondent's environmental specialist based on field data taken on August 30, 1976, at a time of the day when the dissolved oxygen levels would be at their highest. However, the drop in dissolved oxygen level to an even greater extent at certain points occurs in Respondent's mathematical model prediction that does not take into account any discharge from the Bennett Road plant. In fact, in such a "no discharge" situation, Respondent's prediction is that the dissolved oxygen level at points immediately following several control structures in the waters will produce an even greater drop than with the Bennett Road discharge taken into consideration. Although the control structures do not affect the actual oxygen demand on the system, they do increase the residence time of the water and permit substances to settle out. However, when the water flows over the dam, it creates reaeration that increases the oxygen level again. Therefore, although the control structures aggravate the problem, the Bennett Road discharge is in turn further aggravating the situation because some of the pollutants continue downstream. Part of the problem is due to the effect of deposits already on the bottom of the system and it is unknown to what extent they would be eliminated if the Bennett Road facility were taken out of the system. Although it is not anticipated that there would be a great rise in dissolved oxygen levels if the Bennett Road plant discharge were to be discontinued, Respondent's experts are of the opinion that there would be a definite increase in dissolved oxygen levels overall. Further, the field data and model predictions were based on high flow conditions but the 89 percent figure for pollutants from the Bennett Road facility was based on a low flow condition where it would be of more significance. Although the field data showed that at no point in the 27 mile course did the dissolved oxygen level of the water reach state standards of 5.0 milligrams per liter dissolved oxygen for Class III waters, the model prediction with no discharge from the Bennett Road facility shows that the dissolved oxygen level still would not meet state standards under high flow conditions. Under low flow conditions, though, the dissolved oxygen level without discharge from the Bennett Road plant would reach the state standards roughly halfway down the system. High flow conditions are more representative of an average of dissolved oxygen level during the year than under low flow conditions. The Bennett Road plant contributes approximately 60 percent of the total water flow reaching the St. Johns River. Even if the plant were to achieve advanced waste treatment standards, it still would not meet water quality standards. No evidence was presented as to the possibility of Petitioner using alternative methods of waste disposal, such as deep well injection, land irrigation, or the use of lakes and ponds. In fact, no discharge from the Bennett Road plant could be such as to raise the entire stream to meet the state requirement of 5.0 milligram per liter dissolved oxygen. (Testimony of Sawicki, Davenport, Armstrong, Horvath, Brown, Petitioner's Composite Exhibit 2, Respondent's Exhibit 3) An interoffice memorandum of Respondent's Grants section, dated October 28, 1976, pointed out that enforcement action had been shown to be a "great motivator in the area of bringing awareness to governmental agencies of their responsibilities in the field of pollution abatement." The memorandum sought compliance investigations of the various governmental entities within the area where the proposed regional sewage treatment system for East Orlando was to be undertaken, with recommendations that enforcement action be taken in the case of any violations of state standards. The memorandum further stated that enforcement action was already underway against the City of Orlando. The author of the memorandum denied that it was an attempt to force Respondent to proceed more vigorously with the regional system. (Testimony of Schneider, Petitioner's Exhibit 5) The Orange County Pollution Control Board requires variances from its rule that no treated effluent shall be discharged into the surface waters of the county. The Bennett Road plant operates under such a variance and at the present time is meeting county standards for sewage treatment. On May 19, 1976, the Orange County Assistant Pollution Control Director advised Respondent that the Bennett Road plant was meeting current state performance requirements and recommended approval of the operation permit. Although the county maintains records of the Little Econ River at various points, it has not used a mathematical model to determine whether the Bennett Road plant causes water quality violations. (Testimony of Sawicki, Petitioner's Exhibit 3)
Recommendation That the application of Petitioner City of Orlando, Florida for a water pollution operation permit for the Bennett Road sewage treatment facility be denied. DONE and ENTERED this 25th day of May, 1977, in Tallahassee, Florida. THOMAS C. OLDHAM Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Vance W. Kidder, Esquire Assistant General Counsel Department of Environmental Regulation 2562 Executive Circle East Montgomery Building Tallahassee, Florida Gretchen R. H. Vose, Esquire Assistant City Attorney 16 South Magnolia Avenue Post Office Box 793 Orlando, Florida 32802 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION CITY OF ORLANDO, FLORIDA, Petitioner, vs. CASE NO. 76-1573 STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION, Respondent. /
Findings Of Fact Kearney is engaged in the development of real property in and around Hillsborough County, Florida, and is located in Tampa, Florida. Corrugated is a Louisiana Corporation which maintains a local headquarters in Tampa, Florida, and is presently seeking a business outlet in Hillsborough County for the assembly and distribution of metal buildings. At all times material hereto, Kearney and Corrugated have been parties to a real estate transaction concerning certain real property located at 1920 U.S. Highway 301 in Tampa, Hillsborough County, Florida. The subject property consists of .82 acres of undeveloped land which is located in an area of rapid commercial and industrial growth. Under the Hillsborough County Zoning Code, the subject property is designated M-1, which authorizes commercial and industrial uses. Corrugated is the purchaser of the subject property, and proposes to establish an assembly and distribution center for pre-painted sheet metal buildings. Corrugated does not propose to engage in any activity which will generate industrial wastewaters of any kind, and in particular, will not generate wastes or wastewaters of a "hazardous" or "toxic" nature. No centralized public wastewater service has been available to this property, and septic tanks with drainfields are utilized by both adjacent properties for their domestic and other wastewater needs. Kearney and Corrugated have determined that the property in question is suitable for the intended uses in all other respects, including water, electricity, and transportation. In September, 1988, Kearney and corrugated sought approval from Respondent of a permit to install an onsite sewage disposal system (septic tank and drainfield) for the sole purpcse of providing toilet services to employees of the company. The site plan and preliminary construction drawings for the on- site system were reviewed by the Department of Environmental Regulation (DER) to determine whether the project posed unusual wastewater problems or relied upon inadequately designed facilities. The DER had no objection to the installation of the septic tank and drainfield to serve the proposed system because of the non-hazardous character of the business, and the absence of floor drains in the proposed work areas. The Hillsborough County Health Department, however, gave immediate verbal denial of a septic tank permit based solely upon the industrial zoning of the property, and set forth its denial, in writing, on October 14, 1988. Following the County Health Departnent's denial, Kearney and Corrugated, based upon consultation with Respondent's officials in Tallahassee, assembled additional information to provide further assurance that the site would not generate industrial or hazardous wastes which could be disposed of via the septic tank. They provided detailed descriptions of each process to be performed by Corrugated, in substantiation of its claim that no wastewaters would be generated at the site. They also obtained the agreement of the Hillsborough County Building Department to subject any future building permit applications at the site to particular wastewater scrutiny, in addition to formal deed restrictions which they proposed for the subject property. Notwithstanding these additional representations, the Environmental Health Director of the Hillsborough County Health Department continued to reject the application on the sole ground that the property was zoned for industrial uses. On October 14, 1988, Petitioners submitted an application for a variance to the Hillsborough County Health Department and the Respondent, accompanied by supporting material setting forth the regulatory history referred to above, as well as the written representations and assurances, including proposed deed restrictions, which they had previously tendered to the County Environmental Health Director. They appeared before the Variance Advisory Review Board on November 3, 1988, to substantiate the specific measures which they proposed in order to ensure that no toxic or hazardous substances would be introduced into the septic tank system. These proposals were received by the Advisory Board without objection, and members observed that Petitioners had done everything they could do to provide the comfort margin which the agency sought. However, denial of the variance was recommended based upon the failure of Hi1sborough County to adopt a local ordinance providing for future inspections or controls by local officials to prevent future toxic or hazardous wastes from being disposed into the on- site sewage disposal system. Without such a local ordinance, the Advisory Board members expressed the view that it did not matter what the applicant presented to the Board. On December 2, 1988, the Respondent formally informed the Petitioners, in writing, that their application for a variance had been disapproved. This denial had the effect of formally denying Petitioners' permit application. Thereupon, Petitioners timely sought review of this decision by filing a petition for formal administrative hearing.
Recommendation Based upon the foregoing, it is recommended that the Respondent issue a permit for an onsite sewage disposal system to the Petitioners. DONE AND ENTERED this 18th day of May, 1989 in Tallahassee, Florida. DONALD D. CONN Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 Filed with the Clerk of the Division of Administrative Hearings this 18th day of May, 1989. COPIES FURNISHED: Charles G. Stephens, Esquire Bayport Plaza - Suite 460 6200 Courtney Campbell Causeway Tampa, Florida 33607 Raymond Deckert, Esguire W. T. Edwards Facility 4000 W. Buffalo 5th Floor, Room 500 Tampa, Florida 33614 John Miller, General Counsel 1323 Winewood Blvd. Tallahassee, Florida 32399-0700 Gregory Coler, Secretary 1323 Winewood Blvd. Tallahassee, Florida 32399-0700 Sam Power, Clerk 1323 Winewood Blvd. Tallahassee, Florida 32399-0700 =================================================================
