The Issue The issues are whether Respondent violated Florida Administrative Code Rules 64E-6.022(1)(b)2., 64E-6.022(1)(d), and 64E-6.022(1)(p) by repairing an onsite sewage disposal system without a permit, resulting in missed inspections, and if so, what penalty should be imposed.
Findings Of Fact Petitioner is the state agency charged with enforcing the statutory and regulatory provisions pertaining to the practice of septic tank installations and repairs in Florida. See § 381.0065(3), Fla. Stat. (2003). Repair of onsite sewage treatment and disposal systems must be performed under the supervision and control of a registered septic tank contractor. Respondent is the qualifying registered septic tank contractor for All Florida Septic Tank Service, Inc., having been issued the registration number SR00011389. Respondent has 15 years of experience in the field of septic system construction and repair. The qualifying registered septic tank contractor for Simmons Septic and Tractor Service, Inc., is Joey Wayne Simmons. The qualifying registered septic tank contractor for AA Septic Tank Service, Inc., is Billy Wayne Joyner. However, Mr. Simmons, Mr. Joyner, and Respondent work closely together, sometimes working together on a job and/or acting as the qualifying registered septic tank contractor on each other's behalf. On September 2, 2003, the septic disposal system at the residence of Jack Young was not functioning properly. Mr. Young contracted with one of the above-referenced septic tank services to repair the system. On September 2, 2003, Respondent and another employee of All Florida Septic Tank Service, Inc., along with two employees from AA Septic Tank Service, Inc., went to Mr. Young's residence to repair Mr. Young's onsite sewage disposal system. No one applied for a permit to make any repairs to Mr. Young's system. With Respondent acting as the registered septic tank contractor, the men used a backhoe to dig up the septic tank, which was buried three feet in the ground. Respondent then repaired the pump and ran a new one and one-quarter force main line to the existing header because the old line had been compromised by roots. Respondent also cleaned roots from inside the distribution box. Respondent then sealed the tank and directed the men to cover it up. No one called Petitioner's local office, the Duval County Health Department, to request an inspection of the repair before covering the tank. The work on Mr. Young's septic system involved the replacement of an effluent transmission line. It required a permit because it constituted more than a minor repair to the pump and distribution box. Respondent should not have performed the work without a permit from the Duval County Health Department. Because there was no permit, there was no request for inspection by the Duval County Health Department. When the work was completed, Mr. Young gave Respondent a check in the amount of $1,000, payable to Mr. Simmons. The check reflected payment for repair to the filter bed, otherwise known as the drainfield. Respondent indicated his receipt of the check by signing the AA Septic Tank Service, Inc.'s Daily Truck Log and Maintenance Report. In February 2004, Mr. Young's septic system began to fail once again due to root blockage in the lines. Respondent advised Mr. Young that a permit would be required in order to make any further repairs. Mr. Young refused to pull a permit or to pay for any additional costs. On February 17, 2004, Mr. Young contacted Petitioner to report the failure of his system's drainfield. On February 18, 2004, Petitioner's inspector confirmed that Mr. Young's drainfield had failed and was causing a sanitary nuisance. During the hearing, Respondent admitted that there are no disputed issues of material facts in this case. He stated that he agreed with everything. However, he did not agree that the work he performed for Mr. Young required a permit from and inspections by Petitioner's Duval County Health Department.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That Petitioner enter a final order, finding that Respondent violated the standards of practice and imposing an administrative fine in the amount of $1,000. DONE AND ENTERED this 6th day of December, 2005, in Tallahassee, Leon County, Florida. S SUZANNE F. HOOD 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 6th day of December, 2005. COPIES FURNISHED: Catherine R. Berry, Esquire Department of Health 515 West Sixth Street Jacksonville, Florida 32206-4311 James L. Smith All Florida Septic Tank Service, Inc. 8300 West Beaver Street Jacksonville, Florida 32220 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Timothy M. Cerio, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Dr. John A. Agwunobi, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701
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.
The Issue The issue in this case is whether the Petitioner has the actual experience required for certification as a Class B domestic wastewater treatment plant operator.
Findings Of Fact By application filed September 16, 1991, James H. Redden applied for certification as a Class B domestic wastewater treatment plant operator. At the time of the application, Mr. Redden was employed as a laboratory technician at a Class B Collier County regional wastewater treatment facility. From August 15, 1978, to July 31, 1989, Mr. Redden was employed at the Colgate-Palmolive Company facility at Jeffersonville, Indiana. The Colgate-Palmolive treatment facility is an Indiana Class D industrial wastewater treatment plant. Mr. Redden is certified by the State of Indiana as a Class D industrial wastewater treatment plant operator. During his employment at the Jeffersonville facility, Mr. Redden held positions as an associate chemist, senior chemist/plant microbiologist, and wastewater treatment plant supervisor. His duties included daily operations and supervision of personnel, scheduling and performance of maintenance activities, budgeting, ordering, materials balance, sludge management, laboratory analysis, quality assurance and quality control programs, and compliance with various state and federal reporting requirements. Mr. Redden has no experience either in the operation of a drinking water or domestic wastewater treatment plant, or at a DER-permitted industrial wastewater treatment plant.
Recommendation Based on the foregoing, it is hereby: RECOMMENDED that the Department of Environmental Regulation enter a Final Order denying the application of James H. Redden for certification as a Class B wastewater treatment plant operator. DONE and RECOMMENDED this 9th day of April, 1992, in Tallahassee, Florida. WILLIAM F. QUATTLEBAUM 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 9th day of April, 1992. APPENDIX The following constitute rulings on proposed findings of facts submitted by the parties. Petitioner: The Petitioner did not file a proposed recommended order. Respondent: The Respondent's proposed findings of fact are accepted as modified and incorporated in the Recommended Order except as follows: 2-4. Rejected, unnecessary. COPIES FURNISHED: Carol Browner, Secretary Dept. of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, General Counsel Dept. of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 James H. Redden 1362 Chesapeake, Avenue Naples, Florida 33962 Francine M. Ffolkes, Esq. Assistant General Counsel 2600 Blair Stone Road Tallahassee, Florida 32399
The Issue The issue is whether Petitioner is entitled to an operating permit for an existing domestic wastewater treatment facility operating in Naples.
Findings Of Fact On May 10, 1991, Respondent issued Petitioner a five- year permit to operate a 0.3 million gallon per day (GPD) domestic wastewater treatment plant known as the Rookery Bay facility in Naples. This permit, which is number DO11-187204, allowed Petitioner to operate an extended aeration plant, using chlorine for basic disinfection and disposing of the reclaimed water in two percolation ponds. The 1991 permit required Petitioner to allow Respondent access to the facility for inspections at reasonable times, notify Respondent of any violations of any permit conditions, maintain total chlorine residual of at least 0.5 milligrams per liter (mg/L) of effluent sample after at least 15 minutes’ contact time at maximum daily flow, maintain annual average effluent quality values for carbonaceous biochemical oxygen demand (CBOD) and total suspended solids (TSS) of not more than 20 mg/L of effluent sample with maximum effluent quality concentrations of 60 mg/L in any single effluent sample, maintain a monthly average effluent quality value for fecal coliform of not more than 200 per 100 ml of effluent sample with a maximum effluent quality value of 800 per 100 ml in any single effluent sample, notify Respondent of any discharge from the percolation pond overflows, and monitor influent loading to the facility and apply for a permit modification if the monthly average influent flows approach or exceed the design capacity of 0.3 MGD or if the facility violates treatment standards. Respondent also issued Petitioner a five-year permit to operate a 0.15 GPD domestic wastewater treatment plant at the Rookery Bay facility. This permit, which is number DO11-167093, allowed Petitioner to operate a contact stabilization process plant. On December 29, 1995, Petitioner submitted a renewal application for permit number DO11-167093. Although the permit number references the smaller tank, the renewal application requests a permitted capacity of 0.3 MGD. By Notice of Permit Denial dated February 9, 1996, Respondent denied the permit application on the ground that Petitioner could not provide reasonable assurance that it would operate the facility in compliance with state standards based on a “continued and long standing pattern of noncompliance and violation of . . . rules and standards.” Petitioner’s operation of the Rookery Bay treatment plant has been poor. Respondent has brought an enforcement action against Petitioner, which signed a consent final judgment in January 1994. The consent final judgment required Respondent to pay $4500 in civil penalties. As it applied to the Rookery Bay facility, the consent final order required Petitioner to evaluate the facility to discover the causes of past violations and modify the facility to eliminate these violations. But Petitioner has not complied with material provisions of the consent final judgment. Petitioner’s operator has been held in contempt of court several times for violations at Rookery Bay and a nearby smaller treatment facility known as Port au Prince. Petitioner has several times refused Respondent’s representatives reasonable access to the Rookery Bay facility. At least twice, Petitioner has failed to advise Respondent of equipment failures that resulted in violations of treatment standards. On January 11, 1995, Petitioner cut off the power for several hours to a lift station pump serving a nearby a condominium complex. Predictably, the sewage backed up and overflowed into the street. Petitioner failed to restore the power timely or remove the overflowed sewage. On several occasions, raw or inadequately treated sewage has leaked from the tanks at the Rookery Bay facility. Petitioner has failed to eliminate this problem over the course of its five-year operating permit. On numerous occasions, Respondent’s representatives have detected violations of effluent quality. These violations have arisen inadequate detention time in the chlorine contact chamber. Consequently, the TSS and CBOD levels have repeatedly exceeded permitted standards. The parties dispute the adequacy of the capacity of the Rookery Bay facility. There is considerable evidence, including one statement in the application, that suggests that the facility’s capacity is seriously inadequate. Either the capacity of the Rookery Bay is, and has been, inadequate--in which case at least some of the violations are attributable to overcapacity operation--or, if the facility has had adequate capacity, the operational competence of Petitioner is below the minimum level necessary to provide reasonable assurance of proper operations at this facility in the future. Most likely, the Rookery Bay facility lacks adequate capacity, at least part of the year, and Petitioner lacks the minimum requisite competence to operate the facility in a responsible manner. The strongest evidence in the record suggests that the Rookery Bay facility serves, during peak season, 1500 mobile home connections and 400 apartment connections. These connections generate about 377,500 GPD of raw sewage. A slightly lower value is probable after consideration of the likely presence of recreational vehicles among the mobile home count. But this reduction, even without adjustment for dry-season infiltration and inflow, would not yield sufficient savings in raw sewage as to provide reasonable assurance that the Rookery Bay facility has adequate capacity to serve the present demand or adequate capacity to serve the demand projected over the five-year term of the permit that Petitioner seeks. Even if one were to credit Petitioner’s volume-to- capacity calculations, the results fail to constitute reasonable assurance of violation-free operation of the Rookery Bay facility. Petitioner's calculations leave little if any margin for error at present demand levels, and, given Petitioner’s singularly poor operating history at this facility, these calculations provide poor assurance of compliant operation of this troubled facility.
Recommendation Based on the foregoing, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying Petitioner’s renewal application for a domestic wastewater treatment operating permit for the Rookery Bay facility. DONE AND ORDERED in Tallahassee, Florida, this 9th day of May, 1997. ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 9th day of May, 1997. COPIES FURNISHED: Sanford M. Martin 2500 Airport Road, Suite 315 Naples, Florida 34112-4882 Thomas I. Mayton, Jr. Assistant General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Perry Odom General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: Several years prior to1978, petitioner General Development Corporation (GDC) applied to the DER for a dredge and fill permit to remove a plug of land between the Ocean Breeze Waterway and the North Fork of the St. Lucie River. During the course of negotiations for this permit, it was discovered that the North Port St. Lucie Sewage Treatment Plant, owned and operated by General Development Utilities, Inc., a wholly-owned subsidiary of the petitioner, was operating without a permit from the DER and discharging effluent into a ditch which flowed into the Ocean Breeze Waterway. In March of 1978, a temporary operating permit was issued for the sewage treatment plant. In July of 1978, petitioner received from the DER Permit No. 253.123- 1031 to dredge an area approximately 800 feet in length, 90 feet in width and 6 feet in depth in order to connect the Ocean Breeze/Sagamore Waterways to the dead end oxbow of the North Fork of the St. Lucie River. The permit application was given special consideration pursuant to Rule 17-4.28(7), Florida Administrative Code. The purpose for obtaining the permit was to create direct navigable access to the North Fork of the St. Lucie River from thee Ocean Breeze Waterway. The Ocean Breeze Waterway was and is currently connected to the North Fork of the St. Lucie River by a narrow, shallow, meandering creek and lake system. However, there is not a large enough opening to allow the type of navigable access desired by the petitioner for the benefit of 118 lots plotted along the Ocean Breeze and Sagamore Waterways. Among the seven particular or special conditions attached to the dredge and fill permit issued to petitioner was that the earthen plug not be removed until such time as a permanent operational permit was issued for the sewage treatment plant owned and operated by General Development Utilities, Inc. More specifically, petitioner agreed to the following special conditions to the issuance of the dredge and fill permit: "(7) The applicant is aware that the GDC Utilities' sewage plant is providing an unknown quantity of discharge into Ocean Breeze Waterway and that this discharge may be a source of pollution to the receiving body of water unless affirmative steps are taken by the Utilities. The sewage treatment plant is currently operating under a Temporary Operating Permit (TP56-4601). In no case shall the plug at Cove Waterway be removed before an Operation Permit for the STP has been issued by the Department of Environmental Regulation." At time of issuance of the dredge and fill permit, DER personnel considered the quoted special condition number 7 to an integral part of the permit in terms of water quality assurances. General Development Utilities, Inc. has not been able to obtain a permanent operational permit from the DER for its sewage treatment plant which discharges into a ditch that flows into the Ocean Breeze Waterway. Therefore, particular condition number 7 has not been satisfied and petitioner has been unable to proceed with the dredging or removing of the plug under the permit. As a result of the delays in removal of the plug, petitioner has had to repurchase some 41 of the 118 plotted lots. The sewage treatment plant was and is still operating under a temporary permit. General Development Utilities, Inc. has requested a permanent operational permit for the sewage treatment plant and DER has issued a letter of intent to deny such a permit. As a result, General Development Utilities has petitioned DER for site specific alternative criteria pursuant to Rule 17-3.031, Florida Administrative Code. This matter is the subject of a separate proceeding currently being held in abeyance pending a determination of alternative criteria. General Development Utilities, Inc. v. Department of Environmental Regulation, DOAH Case No. 81-177. In September of 1980, petitioner sent a letter to DER requesting that special condition number seven be removed from its dredge and fill Permit No. 253.123-1031. It was intended that this request be considered as a minor modification to the dredge and fill permit. In response, DER's Chief of the Bureau of Permitting, Suzanne P. Walker, informed petitioner by letter dated October 15, 1980, that it was the staff's initial reaction, after a review of the original dredge and fill permit file, that the requirement that the sewage treatment plant obtain a permanent operational permit prior to dredging remain as a condition of the dredge and fill permit. Petitioner was informed that if it wished to pursue the matter further, the project must be reevaluated as a major modification to the dredge and fill permit. A major modification to a permit requires a new permit application and fee and is treated and processed as an initial application for a permit, with the applicant being required to provide reasonable assurances that the water quality standards will not be violated. Upon request for a minor modification, DER simply reviews the file and determines whether the request is obviously environmentally insignificant. After receipt of the letter from Mrs. Walker, petitioner supplied DER with additional water quality data. Based upon this additional data, discussions with DER staff who had been involved with the initial dredge and fill permit and the sewage treatment plant permit, and two days of sampling data collected by DER, DER determined that particular condition number seven was an integral part of the affirmative reasonable water quality assurance provided and should remain a condition of the permit. This determination was communicated to petitioner by letter dated January 7, 1981. The sewage treatment plant discharges treated effluent into a drainage ditch known as C-108. Effluent from the plant first goes into holding or retention ponds. Under its current flow, it takes about forty days for the effluent to be discharged from the plant to C-108 and the Ocean Breeze Waterway. C-108 flows into the Ocean Breeze Waterway, an artificial waterway which is presently connected to the North Fork of the St. Lucie River by a narrow, shallow meandering creek and lake system. The sewage treatment plant currently operates at 300,000 gallons per day but has an authorized capacity to operate at two million gallons per day. It currently contributes approximately two percent of the total daily flow to C-108. The Ocean Breeze Waterway and C-108, independent of the sewage treatment plant, drain approximately 4,000 square acres and produce about 35 percent of the water that will flow into the North Fork. The North Fork is tidal, with four one foot tides per day. The tidal action comprises almost 63 percent of the moving water. At a two million gallons per day discharge, the wastewater plant would be contributing about 12 percent of the water that would be going into the North Fork from the Ocean Breeze Waterway system. In comparison with two adjacent drainage systems, the Ocean Breeze system contributes only about three percent of the fresh water which flows into the North Fork. The dissolved oxygen levels of C-108 are chacteristically below the state standard of five milligrams per liter, primarily due to the seepage of ground water into the canal. Due to man-made alterations and to natural phenomena, the North Fork's dissolved oxygen levels also characteristically fall below state standards. The dissolved oxygen level of the Ocean Breeze Waterway is characteristically above state standards. Higher levels of dissolved oxygen coming from the sewage treatment plant improves the dissolved oxygen levels of the existing system. High levels of nitrogen, phosphate and chlorophyll have been found near the point of discharge. The quality of water in the North Fork is better than in the Ocean Breeze Waterway. It was the opinion of petitioner's experts that no change in dissolved oxygen levels would occur in the Ocean Breeze Waterway or the North Fork if the plug of land between these water bodies were removed. Petitioner's witnesses also opined that the Ocean Breeze/C-108 system was not a source of nutrient enrichment to the North Fork, and that the present creek system provided no water quality benefits in the form of nutrient uptake for the North Fork. It was estimated that, if the plug of land were removed pursuant to the permit, a pollutant placed at the upper end of the Ocean Breeze Waterway would be diluted by 98 percent in 26 hours in lieu of the present 39 hours due to increased flushing. These opinions were based upon analyses by petitioner's witnesses of various samplings and data regarding dissolved oxygen, nutrients and phytoplankton. The respondent's witnesses felt that the poor water quality in the Ocean Breeze Waterway was attributable in large part to the sewage treatment plant discharge and, if the plug of land were removed, the water quality problems would be moved to the North Fork and the St. Lucie River. It was felt that the present creek and lake system -- the narrow circuitous connection presently existing between the canal and the river -- reduces the nutrients which otherwise would flow into the river. These conclusions were based upon DER's own survey, a review of the dredge and fill permit file and a review of the additional data supplied by the petitioner General Development Corporation. No data regarding the water quality of the effluent from the sewage treatment plant was submitted by the petitioner at the time of DER's review of the original application for the dredge and fill permit.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the request of General Development Corporation to modify Permit Number 253.123-1031 by removing particular condition number seven be DENIED. Respectfully submitted and entered this 14th day of October, 1981, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 1981. COPIES FURNISHED: Valerie Fravel Corporate Counsel General Development Corp. 1111 South Bayshore Drive Miami Florida 33131 Alfred J. Malefatto Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether respondent should admit petitioner to the examination for Class B Wastewater Treatment Plant Operator certification or deny admission for failure to comply with Rule 17-602.300(3), Florida Administrative Code?
Findings Of Fact At the time and place set for final hearing, neither petitioner nor respondent presented any evidence on which findings of fact could be based.
Recommendation It is, accordingly recommended that respondent deny petitioner's application for certification as a Class B Wastewater Treatment Plant Operator, without prejudice to the filing of a subsequent application. RECOMMENDED this 13th day of March, 1991, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 13th day of March, 1991. COPIES FURNISHED: Charles H. Colvin 2140 Bay Road Neptune Beach, FL 32233 William H. Congdon, Esquire Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
The Issue The issue to be resolved in this proceeding concerns whether the Petitioner was discriminated against based upon his age, in the manner addressed by Section 760.10, Florida Statutes.
Findings Of Fact The Petitioner was an employee of the City of Leesburg at times pertinent hereto. He was employed as a waste water operator trainee, commencing employment on or about June 5, 2000. The Respondent is a city government and unit of local government which operates two waste water plants. At times material to this proceeding the Respondent was employed and assigned to the "Canal Street Plant." The Petitioner was required to perform several job functions in his capacity as a waste water operator (trainee). Respondent's Exhibit Nine, in evidence, provides a job description for the Petitioner's employment positions which include the following: Record all flows; constantly survey charts and meter readings; repair leaking waste water pipes; perform building maintenance chores; maintain vigilance over all the department facilities and log or report any unusual situations; take oral and written instructions and carry them out in a quick and responsible manner; load and unload lawn cutting equipment, and cut and trim grass at utility plant sites; make repairs and/or replace parts on plant equipment; and repair leaks and other operations as directed. That job description also required a trainee to have knowledge of the functions and mechanics of pumps and other waste water plant equipment, knowledge of the occupational hazards and safety measures required in plant operations; to have an ability to detect faulty operating characteristics in equipment and to institute remedial action. The trainee is also required to be able to read meters, chart accurately and to adjust procedures to meet plant volume requirements. He must have an ability to understand and follow oral and written instructions. The Respondent's personnel policies and procedures manual (manual), in evidence as Respondent's Exhibit Eight, states at Policy No. 600.2(13) that "poor performance" is a violation of policy sufficient to initiate discipline. Poor performance is described in that section as a failure to perform assigned duties according to prescribed dimensions and standards on the individualized performance plan. Policy No. 600.2 provides for progressive discipline ranging from a verbal warning, to a written warning, a one-to-three day suspension, a four-to-five day suspension, or termination. Thus the discipline for violation of that policy is a range of appropriate actions from verbal warning to termination. On or about July 11, 2001, the Petitioner was the subject of a corrective action performance evaluation by his supervisor, Bob Mirabella. Mr. Mirabella, the Respondent's Operations Supervisor, accorded the Petitioner a grade of zero in several categories of work performance. Those are deficiencies indicating the Petitioner's lack of understanding of basic concepts related to his job position, including failure to following instructions, difficulty making simple decisions, difficulty or failure in following standard procedures, and a poor attitude. Overall his evaluation shows a rating of the Petitioner's performance as "unacceptable." That corrective action evaluation also contains a section that the Petitioner and his supervisor must initial, indicating that the Petitioner had reviewed the evaluation and that the performance deficiencies had been communicated to him. Mr. Mirabella advised the Petitioner of corrective measures to take and that any continued failure to meet expectations might result in termination. Mr. Mirabella created a type-written plan of improvement for the Petitioner with remedial activities, objectives, and developmental activities. Under the Respondent's consistent policy, the action plan would have been reviewed in 60 days, September 11, 2001, in order to determine that the Petitioner was meeting those expectations. On August 13, 2001, the Petitioner received a written reprimand for failure to perform duties assigned to him on July 23, 25, and August 9, 2001. These were duties that were in accordance with the prescribed dimensions and standards of the individual performance plan for the Petitioner. The written reprimand, in evidence as Respondent's Exhibit Two, included a description of the Petitioner's failure to perform duties including lawn maintenance, and again cited his argumentative attitude. On August 29, 2001, the Petitioner received a three-day suspension from duties for failure to perform assigned duties according to prescribed dimensions and standards as set forth in the individual performance plan. The disciplinary action form, in evidence as Respondent's Exhibit Three, specifically referred to the Petitioner's failure to perform lawn maintenance duties, failure to follow established rules and policies, and failure to take appropriate action to correct a leaking pump. It was also noted that the Petitioner was making coffee and watching television instead of performing assigned duties. Mr. Mirabella created a performance evaluation summary in preparation for the Petitioner's September 11, 2001, 60-day review of the initial, unsatisfactory evaluation of July 11, 2001. The summary showed a continuation of the Petitioner's difficulties and problems both in understanding his job and in dealing with other people in the course of his duties. The summary cited an incident where the Petitioner was abrasive, including swearing, toward other employees. It was Mr. Mirabella's intention to give the Petitioner a written reprimand regarding the swearing incident. However, due to the emergency nature of the events occurring on September 12, 2001, at the waste water plant, the written reprimand was not completed prior to the beginning of the investigation that ultimately led to the Petitioner's termination. The Petitioner made no major progress in correcting any of the problems outlined in the action plan that constituted part of the July 11, 2001, evaluation. On or about September 12, 2001, it was determined that there was a near overflow of sewage at the Canal Street Plant. Scott Moss, the employee who worked on the morning shift on September 13, 2001, discovered the problem and took corrective action immediately. Mr. Mirabella learned of the problem and reported it to the Respondent's Director of Environmental Services, Susanna Littell. Upon learning of the potential overflow occurrence, Ms. Littell began an investigation to determine when the overflow problem occurred. She gathered plant flow information and took measurements of the tanks. Employing engineering calculations, based upon the flow rates at the plant, Ms. Littell was able to determine that the problem had occurred on the Petitioner's shift. The Petitioner was the only employee on duty at the time the problem occurred. Ms. Littell consulted two outside engineers (non-city employees) to review her calculations. Those engineers found that her calculations were accurate. According to Ms. Littell, the waste water employees on duty at the plant should have observed the valve positions or otherwise noticed a problem in the plant that needed remediation. This was a regular part of their assigned duties, including the Petitioner. Mr. Mirabella determined a number of valves had been changed, which had caused the "aereation bay" to begin to fill with waste water. The aereation bay almost overflowed, which would have caused a serious environmental hazard and damage. It would have caused irreparable harm to the credibility of the waste water department, and could have engendered a minimum of $10,000.00 dollars in fines imposed by the Department of Environmental Protection. The importance of preventing these types of situations has been emphasized to employees who worked at the waste water plant, including the Petitioner. Because of the Petitioner's failure to notice the obvious serious problem occurring at the plant on his shift, and his failure to take corrective action, he was cited for negligence in performing his assigned duties in violation of the Respondent's policy. The employee who worked as his counter- part on the shift immediately after the Petitioner's, Elmer Wagner, was also cited for negligence in performing his duties because of his failure to notice the problem and to take corrective action. Mr. Wagner at the time in question was 67 years of age. The information obtained during Ms. Littell's investigation was forwarded to Ms. Jakki Cunningham-Perry, the Respondent's Director of Human Resources, in order for her to determine the appropriate disciplinary action to take. Ms. Cunningham-Perry performed an investigation of the September 12, 2001, incident. She spoke to several individuals, including, but not limited to, Mr. Mirabella, Ms. Littell, Jim Richards, who was one of the engineers consulted by Ms. Littell, as well as the Petitioner. She thereafter deliberated and prepared a written memorandum setting forth her investigative findings. Ms. Cunningham-Perry concluded that the closing of the valves occurred during the Petitioner's shift. She also concluded that Mr. Wagner should have noticed the change in the pump flow and valves during his shift. Both the Petitioner and Mr. Wagner were cited for failure to perform assigned duties in violation of city policy 600.0(13), as a result of the investigation performed by Ms. Cummingham-Perry. She reviewed the personnel history of both the Petitioner and Mr. Wagner in order to determine the appropriate levels of discipline. The Petitioner's prior history included the special corrective action evaluation of July 11, 2001, indicating unacceptable performance; the August 13, 2001, written reprimand for violation of policy 600.2(13); and the suspension for violation of that same policy. In light of the past performance of the Petitioner, as well as the September 12, 2001, incident, Ms. Cunningham-Perry recommended that he be terminated. On November 30, 2001, the Petitioner was terminated from his employment with the Respondent. The Petitioner's last day on the payroll with the Respondent was December 6, 2001. Mr. Wagner is older than the Petitioner and has had an exemplary performance record with the Respondent City. He never had any disciplinary problems on his record for 15 years of his employment with the Respondent. Because of his theretofore spotless employment disciplinary record, he was given a written reprimand as a result of his negligent performance of job duties on September 12, 2001. No evidence was adduced indicating that the Respondent treated any employees over the age of 40, including the Petitioner, any differently than employees under the age of 40. During the relevant time period the Respondent had approximately 22 employees in the waste water department. Fifteen of those 22 employees were over the age of 40. The Petitioner actually produced no evidence in his case establishing his date of birth or age. There is no evidence that the Petitioner's age was considered or was a factor in his termination decision. The decision to terminate him was based solely on his failure to perform assigned duties and his prior performance record. Moreover, the Petitioner adduced no evidence to show that he was replaced or otherwise lost his position to a younger individual. The individual who became a waste water trainee after the Petitioner's termination was Scott Moss. Mr. Moss is currently employed as Waste Water Operator with the Respondent. There is no doubt that Mr. Moss is a significantly younger individual, purported to have been in his late 20's when the incident in question occurred. The Petitioner, however, produced no evidence regarding Mr. Moss' date of birth or his age in relationship to the Petitioner's. He also produced no evidence to show that he was actually replaced by Mr. Moss. Mr. Moss had been hired on or about January 29, 2001, nearly one year prior to the date of the Petitioner's termination. Both the Petitioner and Mr. Moss were working at the Canal Street Plant in similar capacities and duties, at the time the Petitioner was terminated. Mr. Moss, therefore, just continued to work there and ultimately was elevated, through his adequate performance, to the position of Waste Water Operator. It was not established that he was hired simply to replace the Petitioner when the Petitioner was terminated. Further, the Petitioner did not adduce sufficient, persuasive evidence to show that he was actually qualified to perform the job. His prior performance had been unacceptable since at least July 11, 2001, and likely before that time. The Petitioner repeatedly failed to comprehend and perform assigned duties of a Waste Water Operator Trainee on multiple occasions. This was despite efforts by the Respondent to help the Petitioner correct his deficiencies. Accordingly, it has not been established that the Petitioner was "qualified" for the position of Waste Water Operator Trainee.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is, therefore, RECOMMENDED that a final order be entered by the Florida Commission on Human Relations dismissing the Petition in its entirety. DONE AND ENTERED this 3rd day of May, 2004, in Tallahassee, Leon County, Florida. S P. MICHAEL RUFF 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 Clerk of the Division of Administrative Hearings this 3rd day of May, 2004. COPIES FURNISHED: Michael George 25131 Southeast 167th Place Umatilla, Florida 32784 Steven W. Johnson, Esquire McLin & Burnsed, P.A. Post Office Box 491357 Leesburg, Florida 34749-1357 Cecil Howard, General Counsel Florida Commission on Human Relations 2009 Apalachee Parkway, Suite 100 Tallahassee, Florida 32301 Denise Crawford, Agency Clerk Florida Commission on Human Relations 2009 Apalachee Parkway, Suite 100 Tallahassee, Florida 32301
The Issue Whether the Petitioner's applications for (1) a general permit to operate a used oil refining facility and 2) an operation permit to operate an industrial waste water treatment system, at the same facility, in conjunction with the used oil refining operation, should be granted.
Findings Of Fact Sometime in the 1950's George Davis, the owner and operator of Davis Refining Corporation, became interested in used oil recycling and refining. From that time on, Mr. Davis worked towards his dream of operating a used oil recycling and refining center by gradually accumulating the land and equipment to operate such a facility. In order to further his goal, Mr. Davis acquired property located at 2606 Springhill Road in Tallahassee, Florida. Eventually, Mr. Davis applied for a permit to construct an industrial waste water treatment system in conjunction with a used oil refining facility on the Springhill Road property. On January 21, 1986, the Department issued a construction permit to the Petitioner to modify and construct an industrial waste water treatment system. The construction permit was subsequently extended on three different occasions. The last extension, granted May 30, 1989, extended the construction permit to its full statutory limit of five (5) years. The final expiration date of the construction permit was January 20, 1991. Petitioner was notified of the expiration date by the Department. During the time of the construction permit, Mr. Davis constructed an industrial waste water treatment system and an oil recycling and refining facility on his property on Springhill Road. Less than sixty days prior to expiration of the construction permit for the industrial waste water treatment system, the Petitioner submitted an application for renewal of an operation permit. The Department received the application on January 10, 1991. Unfortunately, the application for renewal of an operation permit was not the correct form since the Petitioner never had an operation permit. The application was rejected by the Department because it was the incorrect form and did not have the required permit fee. In March of 1991, after the expiration of Petitioner's industrial waste water treatment construction permit, Petitioner filed the correct application for an industrial waste water treatment operation permit and submitted the required fee. The industrial waste water operation permit application was denied by the Department because it was incomplete and lacked the required reasonable assurances that the system would not be a source of pollution in violation of water quality standards or contrary to the public interest. On October 29, 1990, Petitioner submitted a Used Oil Recycling Facility General Permit Notification to the Department. By letter dated November 28, 1992, the Department timely denied use of a general permit to operate a Used Oil Recycling Facility because the application lacked the requisite reasonable assurances that the proposed operation of the facility would not discharge, emit, or cause pollution so as to violate water quality standards or be contrary to the public interest. Even though the construction permit has expired and no additional permits have been issued by the Department the Petitioner continues to accept used oil and oily industrial waste water from outside sources for treatment. Currently, the facility consists of a used oil refining plant, industrial waste water treatment system, and separator (coalescer) system and water treatment pond. Munson Slough separates the facility into two parts. The used oil refining portion of the facility together with the industrial waste water treatment system input and separator (coalescer) system are located on the east side of Munson Slough. The refining portion of the facility is immediately adjacent to the slough. The industrial waste water treatment pond is located on the west side of Munson Slough. The industrial waste water treatment pond is likewise immediately adjacent to the slough. The industrial waste water treatment system is an integral part of the used oil recycling operation. Used oil and oily waste water are accepted from outside sources and are put through the separator system to separate the oil from the water and other contaminants. The separated oil is then re-refined at the refinery. The remaining industrial wastewater contains oily materials, solids, and volatiles. The separated water is pumped through a pipe underneath Munson Slough to the industrial waste water treatment pond. Additionally, the surface and stormwater runoff from the refining facility on the east side of Munson Slough also goes through the same industrial waste water treatment system and is pumped into the waste water treatment pond. Runoff from the refinery contains various pollutants as well as pollutants from any spills occurring at the refinery. Both the general permit for the refining facility and the operation permit for the industrial waste water treatment system depend on the ability of the waste water treatment system and pond to adequately handle the waste water and runoff water from the refining facility without permitting leaks of the wastewater into the environment. The industrial waste water treatment pond is lined with soil cement. Soil-cement is not a common material used in the construction of industrial waste water pond liners and the Department's personnel is not familiar with the material and its ability to function as an adequate liner for an industrial waste water pond. The soil-cement is a sand-cement mix (10 percent). The sand-cement was intended to be layered to a depth of six inches on the sides and bottom of the pond. The evidence showed that portions of the liner achieve a six inch depth. However, the evidence did not show that the soil-cement's depth is consistent throughout the liner since no as-built plans or certification for the facility were submitted to the Department and the engineer for the project at the time of its construction was not called to testify on whether the pond was constructed according to the construction plans. The sand cement liner overlays a high clay content pond bottom. The estimated (not established) permeability rate of the sand-cement pond liner is 1/100,000,000 centimeters per second and is within the Department's parameters for the adequacy of a lining material if that material is shown to actually have such a permeability rate by the time the operation permit is applied for. No materials data was submitted to the Department which demonstrated that the sand- cement liner of the pond actually achieved the permeability rate of 1/100,000,000 centimeters per second or the deterioration rate of such a liner. Likewise, no expert witness was called to establish such facts. The small amount of information given the Department on the sand-cement liner in Petitioner's application for its construction permit for the facility is inadequate to establish the actual performance of the sand-cement liner for purposes of the operation permit. Water from the industrial waste water treatment pond is discharged to the City of Tallahassee's waste water treatment system. The City of Tallahassee requires the industrial waste water treatment pond water to be tested for water quality prior to discharge to the City's waste water treatment system. The City requires that the waste water pond be aerated for approximately four (4) hours before discharge to the City waste water treatment system. One function of the aeration is to "blow off" the volatile contaminants from a used oil refining operation which might be present in the ponds water prior to aeration. However, the results of one water quality test indicated the presence of volatile substances and nonvolatile substances consistent with petroleum product contamination. Unfortunately, the results of only one water quality test were presented at the hearing. No conclusions either for or against the Petitioner can be drawn from the results of one testing period. Therefore, such test results cannot be used to affirmatively establish reasonable assurances that the pond is not leaking. In an unprecedented effort to aid the Petitioner in getting approval of his applications, the Department agreed to accept Petitioner's submittals and assertions regarding the integrity of the pond's liner as reasonable assurance if several soil borings and their subsequent analyses did not reveal any indication of contamination from the pond to soil or ground water. One soil boring was obtained by Dr. Nayak and six soil borings were obtained jointly by Dr. Nayak and the Department from locations around the industrial waste water treatment pond for chemical analysis. Unfortunately, chemical analysis of the soil borings revealed the presence of contaminants consistent with contamination parameters for waste oil recyclers. Therefore leakage or improper discharge from the pond could not be ruled out and it fell to the Petitioner to demonstrate that the contamination found in the soil was not the result of leaks or discharge from the pond. Petitioner points to the fact that the pond is supposedly setting on an impermeable layer of clay. However, it is not unusual for the geological features of a site such as the one upon which the treatment pond is located to vary within the limited site area. The different sites of the soil borings around the pond revealed that the substrata differed between the bore sites. The Department's geological expert testified that, based upon his observation at the site, including observing and participating in the taking of soil samples from the borings, that groundwater contamination was likely. In short, it is impossible to determine the geological composition of the entire site by the one soil boring taken by Dr. Nayak or even by the six borings performed jointly by the parties. Dr. Nayak's testimony that he is able to determine the geological features of the pond site with one boring is not credible nor is Dr. Nayak qualified to make such an assessment even if such were an acceptable scientific method for making such determinations. Therefore, the evidence failed to demonstrate that the waste water pond is sited over an impermeable layer of clay. Moreover, even if it were, then any contaminated water improperly discharging through the bottom layer of the pond would migrate along the top of the clay until it reached Munson Slough and still be a pollution problem for water quality purposes. The Petitioner has not, at any time prior to or during the hearing, obtained any environmental background of the site. Nor was any such information introduced at the hearing. The on-site observation of the taking of soil bores, visual inspection of the site, and the chemical analysis of the soil samples taken from the borings are consistent with petroleum contamination resulting from the industrial waste water pond. There are procedures and courses of action which the Petitioner can pursue to address the apparent contamination problems and to demonstrate the reasonable assurances necessary to qualify for the required Department permit to operate the used oil recycling facility. The Department has made many suggestions to the Petitioner as to various methodologies that the Petitioner might employ in order to endeavor to provide reasonable assurances that the waste water treatment pond does not leak. These suggestions include emptying the pond and examining the liner, performing a materials balance calculation, or performing more soil borings sampling and testing, together with assembling additional hydrological data. However, other than chemical analysis of the soil borings, the Petitioner has not opted to pursue any suggested procedure for obtaining the desired permit and did not submit sufficient competent, substantial evidence of any credible or scientifically reasonable alternative explanations for the presence of indicator chemicals in the soil borings. In short, The Petitioner has not submitted sufficient evidence nor provided any reasonable assurance that the operation of the used oil recycling facility will not discharge, emit or cause pollution. The Petitioner also has not provided reasonable assurance that the operation of the used oil recycling facility will not violate water quality standards or be contrary to the public interest. Similarly, there was insufficient evidence and no reasonable assurance submitted or offered by the Petitioner that the industrial waste water treatment system could be operated without violating water quality standards or being contrary to the public interest. Therefore Petitioner is not entitled to either a general permit for a used oil recycling facility or an operation permit for the industrial waste water treatment system used in conjunction with the used oil facility.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is accordingly, RECOMMENDED that a Final Order be entered denying the Petitioner both the general permit to operate a used oil recycling facility and the operation permit for the industrial waste water treatment system without prejudice to reapplying for such permits. DONE and ENTERED this 9th day of September, 1993, in Tallahassee, Florida. DIANE CLEAVINGER 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 9th day of September, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 91-5140 and 92-1560 The facts contained in paragraphs 1, 2, 3, 4, 5, 6, 7, 8, 9, 12, 13, 14, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28, and 29 of Respondent's Proposed Findings of Fact are adopted in substance insofar as material. The facts contained in paragraphs 11, 15, 27 and 30 of Respondent's Proposed Findings of Fact are subordinate. The facts contained in paragraph 10 of Respondent's Proposed Findings of Fact were not shown by the evidence. Paragraphs 1 and 2 of the Petitioner's Proposed Findings of Fact were introductory and did not contain any factual matters. The facts contained in the 1st, 2nd and 7th sentences of paragraph 4 of Petitioner's Proposed Findings of Fact were not shown by the evidence. The remainder of the paragraph is subordinate. The facts contained in the 4th, 5th, 6th and 7th sentences of paragraph 5 of Petitioner's Proposed Findings of Fact are subordinate. The remainder of the paragraph was not shown by the evidence. The facts contained in paragraphs 3, 6, 7, 10, 12 and 13 of Petitioner's Proposed Findings of Fact were not shown by the evidence. The facts contained in the 3rd and 5th sentences of paragraph 8 of Petitioner's Proposed Findings of Fact were not shown by the evidence. The remainder of the paragraph is subordinate. The facts contained in the last sentence of paragraph 11 of Petitioner's Proposed Findings of Fact were not shown by the evidence. The remainder of the paragraph is subordinate. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, Esquire General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Dr. S. K. Nayak 3512 Shirley Drive Tallahassee, Florida 32301 Candi Culbreath, Esquire Assistant General Counsel Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact At all times pertinent to the allegations herein, the Petitioner, Pinellas County Construction Licensing Board, (Board), was the Pinellas County agency responsible for the certification and regulation of construction specialties. Respondent was certified by the Board as an irrigation systems specialty contractor under license C-5997 in force at the time. Respondent was the qualifying contractor for Sun City Lawn Irrigation. On or about May 17, 1994, Respondent contracted with William J. Schneider, who resided at 5661 25th Avenue North in St. Petersburg, to install a lawn irrigation system in Mr. Schneider's front lawn. The automatic system was to incorporate 2 zones and was, according to the contract and the testimony of Mr. Schneider, to be connected to Schneider's then existing 1/2 horsepower electric pump which drew water from several wells on his property. Mr. Schneider claims there are four wells. No evidence was introduced to contradict that. On the day the system was installed, Mr. Schneider was not at home. Respondent's employees performed a test of the water capacity on Mr. Schneider's property. At first, the wells produced 10 gpm, which was adequate for the system, but after a few minutes of drawdown, they found that the wells were producing only 4 gpm, along with some air. At that time Mr. Freestone, Respondent's sales manager, spoke with Mrs. Schneider about the situation, advising her there were two options open. One was to install a larger pump and the second was to connect the system to the city water supply. Mrs. Schneider returned to the house, presumably to call Mr. Schneider to get his decision on the matter. He claims she did not reach him. Respondent claims that she thereafter returned with directions to install a water line for connection to the city system. This is completely contrary to what Mr. Schneider had wanted and to what is included in the contract. Mr. Schneider claims he did not want to connect to city water because of the added expense of doing so, and he claims he made this very clear to Respondent's employees at the beginning and at all times thereafter. In any case, the system was installed and was, somehow, connected to the city water system near the place where the water line enters the house. In addition, no backflow preventer was installed to insure against contamination getting into the water system as is required by the building code. Most, if not all, the work on this project was completed by Respondent's son and employee, Scott, who was not present at the hearing. Respondent attempted to introduce an unsworn written statement by Scott Bosworth, but it was not accepted. Scott advised Mr. Schneider, when he returned from work that day, that they had been unable to use his pump and wells. Nonetheless, Mr. Schneider paid Respondent in full for the work for which he had contracted, except for a supplemental charge in the amount of $190.95 for the tie in to the city water and the valves and other items connected therewith. Mr. Schneider claims that he made several calls to Respondent's office in an effort to correct the situation but was unable to reach anyone who could give him satisfaction. However, the evidence indicates that on at least one occasion, Mr. Schneider got through and was called back by Mr. Freestone with whom he discussed the situation and the additional charges. He was subsequently advised by counsel that he did not have to pay the additional sum and did not do so. Some time thereafter, Mr. Schneider was advised by the city that he would be fined because of the illegal installation. He then contacted another irrigation company, run by Mr. Williams, who examined the system and determined that the irrigation system installed by Respondent had been connected to the city water system and that no backflow preventer had been installed. A check with the city's building department revealed that no permit had been procured for this installation. Respondent's license to install irrigation systems does not include authority to connect that system with the public water system. That procedure must be done by a licensed plumber. Respondent and Mr. Freestone, the only individuals in the company who had the authority to arrange with a plumber to make the actual hook up to the city system, both deny that any arrangement was made by them to have the system connected to the city water system. Mr. Schneider arrived home on the day in question to find only Respondent's son, Scott, at work on the project. Scott indicated it would be necessary to move two bushes near the house to facilitate connection of the system with the water supply. Mr. Schneider contracted with Scott to move the bushes and remove them from the premises. Scott moved them but failed to remove them. In light of the fact that Scott was working on the system at the time Mr. Schneider arrived home, and the system was found to be connected to the city system thereafter without anyone else touching it, it must be concluded that the connection was made him. Respondent admits he did not come to the property in question while the system was being installed.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that a Final Order be issued by the Board suspending the license of the Respondent for a period of six months with provision for withholding execution of the suspension for a period of one year conditioned upon such criteria as may be deemed appropriate by the Board. RECOMMENDED this 31st day of March, 1995, in Tallahassee, Florida. ARNOLD H. POLLOCK 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 31st day of March, 1995. COPIES FURNISHED: William J. Owens Executive Director Pinellas County Construction Licensing Board 11701 Belcher Road Largo, Florida 34643-5116 Larry J. Bosworth 8901 14th Street North St. Petersburg, Florida 33716
