The Issue The issue in this case is whether the Variance Review and Advisory Committee and the Department of Health had just cause to disapprove Petitioner's application for a variance.
Findings Of Fact The Department of Health (DOH) is the agency responsible for oversight of the on-site sewage treatment and disposal systems program and the Variance Review and Advisory Committee which meets monthly to recommend agency action on variance requests pursuant to Chapter 381, Florida Statutes. In August 1999, Petitioner applied to the DOH for a second variance to extend a variance previously granted in June 1999, to use an existing septic system for six months. Petitioner's application for the second variance stated that county sewer would be available in 2001, and she would be required to hook into the sewer. Therefore, Petitioner wanted an extension to continue using the existing undersized septic system until the sewer was available. She also attached water usage records for June 1998 through July 1999, for her property. Petitioner owns the commercial property served by the septic system and located on Howland Boulevard in Deltona, Florida. The property consists of a strip mall with five offices and one restaurant. The property originally contained six office spaces in 1990, when Petitioner applied for a permit to install a septic system to handle the building's sewage flow. See Petitioner's Exhibit No. 1. Petitioner was granted a construction permit for the septic system on August 14, 1990, which contained the statement: "no food service operations permitted in this building." Prior to May 1999, Petitioner leased an office in her commercial property to Milagros Martinez to operate a sandwich shop. Ms. Martinez applied to DOH for approval to use Petitioner's existing septic system to handle her sandwich shop sewage, and was denied because of increased water use and septic system demands of a restaurant. Petitioner's septic system contains a 750-gallon tank with 162 square feet of drainfield. In order to handle the additional sewage generated by the sandwich shop, the Florida Administrative Code requires a 1350-gallon tank and a drainfield of 787 square feet. There is enough room on Petitioner's property to install a separate septic system to handle the sewage generated from the sandwich shop. Petitioner applied to DOH for her first variance in May 1999, requesting to utilize the septic system to handle the waste from the sandwich shop. Petitioner appeared before the DOH Variance Review and Advisory Committee in June 1999. The committee recommended, and DOH concurred, to approve the first variance with four provisos. See DOH Exhibit No. 2. The four provisos were: The applicant shall obtain and maintain an annual onsite sewage treatment and disposal system operating permit in accordance with subsection 64E-6.003(5), F.A.C. The owner shall maintain an annual contract with a licensed septic tank contractor to inspect and service the onsite sewage treatment and disposal system at least once per month or more frequently as necessary. This variance allows operation of the sandwich shop for no more than six months. During that six months, the applicant shall take all necessary steps to increase the capacity of the system to accommodate the additional 230-gallon sewage flow from the sandwich shop. At the end of the six months, the system shall be in compliance or the sandwich shop shall be closed and remain closed until compliance is achieved. The four provisos were additionally explained to Petitioner in a letter dated July 14, 1999, from Sharon Heber, Director of the DOH Environmental Health Division. See DOH Exhibit No. 1. Petitioner accepted the provisions of the first variance on July 20, 1999. See DOH Exhibit No. 4. Petitioner does not have a current annual on-site sewage treatment and disposal system operating permit as required by the first proviso. Petitioner did not contract with a licensed septic tank contractor to inspect and service her system at least once per month as required in the second proviso. Petitioner called a contractor to inspect her system four times in the six-month period since the first variance was granted. Within six months, Petitioner did not take the necessary steps to increase the capacity of her septic system to handle the additional flow as required by the third proviso of the first variance. The system is not in compliance and the sandwich shop is not closed as stated in the fourth proviso. In August 1999, Petitioner filed for a second variance requesting that the first variance be extended until year 2001. That is the date the county plans to install a sewer line on Howland Boulevard in Deltona, which will serve her commercial property. She submitted a letter from the Volusia County Public Works Service Center stating that the "sewer service is planned to be available sometime in the year 2001." See Petitioner's Exhibit No. 4. The Variance Review and Advisory Committee considered Petitioner's request at their September meeting. The variance committee unanimously denied Petitioner's request for a second variance. The Petitioner's system was not designed to handle an increased amount of sewage flow, and that it would eventually collapse or fail. The committee's approval of the first variance was to allow Petitioner adequate time to install the necessary septic system for the restaurant, and not put Petitioner in the position of telling her tenant she could not open her restaurant. See DOH Exhibit No. 5. When Petitioner's existing system fails, sewage will pond on the ground. The ponding fluid will consist of raw sewage. The leaking/ponding sewage may seep into the groundwater and then into drinking water aquifers. In the right conditions, this pollution can cause the spread of waterborne diseases such as typhoid and cholera, or viral infections, such as hepatitis A or polio.
Recommendation Based upon the findings of fact and conclusions of law, it is RECOMMENDED: That the Department of Health enter a final order affirming the decision of the Variance Review and Advisory Committee and the Department of Health to disapprove Petitioner's second variance application. DONE AND ENTERED this 17th day of April, 2000, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN 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 17th day of April, 2000. COPIES FURNISHED: Connie Biancardi 2820 Howland Boulevard Deltona, Florida 32725-1606 Charlene J. Petersen, Esquire Department of Health Volusia County Health Department 420 Fentress Boulevard Daytona Beach, Florida 32114 Angela T. Hall, Agency Clerk Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 William Large, General Counsel Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701 Dr. Robert G. Brooks, Secretary Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
The Issue The issues in this case are: Whether Mr. Decker had an improperly maintained septic system on his property. Whether Mr. Decker illegally repaired his on-site sewage treatment and disposal system. Whether the Department of Health properly issued a citation to Mr. Decker for violation of Sections 381.0065(4) and 386.041(1)(b), Florida Statutes.
Findings Of Fact On April 25, 1997, an employee of the Department of Health, Volusia County Health Department, David Stark, inspected Mr. Decker's property known as Bulow Creek Farm. Mr. Decker provides low-cost rental housing on this property which utilizes an onsite well to provide drinking water. Mr. Stark observed a wet area in the ground with the smell of sewage near the building identified as Apartment Building C, which houses seven (7) apartments. Mr. Stark identified this area as a sewage leak. On May 28, 1997, Mr. Stark returned to Mr. Decker's property with another Volusia County Health Department employee, Ed Williams. They both observed a wet area in the ground with the smell of sewage in the vicinity of the septic tank serving Apartment Building C. Mr. Stark identified this area as a sewage leak. Mr. Stark issued a Notice of Violation (NOV) to Mr. Decker which stated the raw sewage leak was a sanitary nuisance and provided that Mr. Decker should have his drainfield repaired in accordance with the repair permit Mr. Decker had previously obtained from the Department. The NOV stated the repair should be completed no later than June 11, 1997. A repair permit is valid for a period of eighteen (18) months. Mr. Decker's permit expired on April 20, 1997. Repairs must be inspected by the Department as they are made. On June 13, 1997, Mr. Stark mailed Mr. Decker a letter reiterating the need for repair of his septic system and enclosed a Notice of Intended Action giving Mr. Decker a deadline of June 20, 1997 to make the needed repairs. Mr. Stark received a letter dated June 29, 1997, from Mr. Decker, informing him that Mr. Decker, himself, had repaired the drainfield for Apartment Building C. The letter described the new tank and drainfield which Mr. Decker had installed, and Mr. Decker stated his repair was a "cheaper version of what you wanted me to do in the first place." Mr. Decker had not sought the required inspections for the repairs which he had made to the septic system, and the repairs were not inspected and approved by the Department. The Department cited Mr. Decker for having an improperly built or maintained septic system, and for failing to repair the system in accordance with the terms of the permit. The citation levied a $500 civil fine for Mr. Decker's violation.
Recommendation Based upon the findings of fact and conclusions of law, it is RECOMMENDED: That the Department issue a final order affirming the civil penalty against Mr. Decker and requiring Mr. Decker to repair his septic system according to permit. If Mr. Decker fails to effect the repairs, the Department should initiate action to abate this public health hazard. DONE AND ENTERED this 6th day of March, 1998, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN 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 Filed with the Clerk of the Division of Administrative Hearings this 6th day of March, 1998.
The Issue Should Respondent be fined $500.00 for initiating repairs to an on-site sewage treatment and disposal system before obtaining a permit?
Findings Of Fact Respondent is engaged in the septic tank contracting business as a contractor licensed under Chapter 489, Part III, Florida Statutes. He does business as "Alpha." In association with his business Respondent provided services to residents at 224 North Orange Avenue, Orange City, Florida. This was related to a failed on-site sewage treatment and disposal system at that residence. To assist in providing repair service to the residence in Orange City, Florida, Respondent engaged Andy Trapp. Mr. Trapp's business is to assist septic tank contractors in obtaining necessary permits to perform septic tank contracting services. Mr. Trapp's occupation includes field work involving soil testing, measurements, and completion of necessary paperwork to assist the septic tank contractor in obtaining necessary permits. As permitting agency, usually Petitioner would accept applications submitted by Mr. Trapp in relation to the application for a permit to repair on-site sewage treatment and disposal systems, in that Mr. Trapp is recognized by Petitioner as being sufficiently qualified to submit information in support of an application for permit. On March 27, 1998, Mr. Trapp submitted an application for a permit to repair the on-site sewage treatment and disposal system at the Orange City, Florida, address, to include supporting information concerning the results of soil testing. That application was accompanied by the necessary fee to obtain a permit. The application was delivered to Petitioner's Daytona Beach, Florida, office as a matter of convenience to Mr. Trapp. Mr. Trapp realized that the actual processing of the permit application would be conducted by Petitioner's Deland, Florida, office. In that connection, Mr. Trapp realized that the application that he had submitted to the Daytona Beach office would be forwarded by interoffice transmittal to the Deland office, which would cause a delay in the processing of the application. In his experience Mr. Trapp has filed applications with the Daytona Beach office to be subsequently transmitted to the New Smyrna Beach office of the Petitioner, which ordinarily can be done late on the same day that the application was presented or by the next day. James McRae is an environmental supervisor for the Volusia Health Department, Environmental Health Office in Deland, Florida. It is his office that had ultimate responsibility for considering, and if appropriate, issuing a permit allowing Respondent to conduct necessary repairs of the failed on-site sewage treatment and disposal system at the Orange City, Florida address. Mr. McRae confirmed that the permit application, as submitted by Mr. Trapp for the repairs, had been received by the Deland office on March 30, 1998. In addition, the accompanying $57.00 fee had been transferred from the Daytona Beach office to the Deland office, as was customary, the custom being that the funds in support of an application would ultimately be received in the office from which the application would be processed and a permit number assigned, as applicable. Upon receipt of the application in the Deland office, a receipt was generated. Information concerning the permit application was placed in the computer. Assessment of the application was assigned to William Vander Lugt, Environmental Specialists II, who is part of the field staff for the Petitioner's Deland office. Beyond Mr. Vander Lugt's assignment to consider the application for the permit for the Orange City, Florida project, it was expected that he would do any necessary field work involving an inspection and any necessary soil analysis. If satisfied that the site was appropriate to effect repairs to the failed on-site sewage treatment and disposal system, Mr. Vander Lugt would issue a permit subject to approval by Mr. McRae. Mr. McRae identified that the usual turn around time for issuing permits is two to three days, assuming that the permit was applied for at Petitioner's office which would be responsible for assessing the application. In this instance the permit had been applied for at another office which delayed consideration of the permit application by the Deland office. The permit was approved on April 2, 1998, within three days of its receipt by the Deland office. Before the permit was issued, Respondent, through his employees, had commenced the repairs at the Orange City, Florida, address. The commencement of repairs was verified by an on-site inspection performed by Mr. Vander Lugt, on March 31, 1998. Although the supporting information presented by Mr. Trapp was in order and the fee had been paid, and there was no indication that any other problems existed which would prohibit the repairs from being conducted, Respondent was premature in commencing the work before the permit issued, and was unjustified in that choice.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be issued which imposes a $500.00 fine against Respondent for initiating a repair of an on-site sewage treatment and disposal system without first obtaining a permit to do the work. DONE AND ENTERED this 24th day of September, 1998, in Tallahassee, Leon County, Florida. CHARLES C. ADAMS 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 Filed with the Clerk of the Division of Administrative Hearings this 24th day of September, 1998. COPIES FURNISHED: Charlene Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Michael J. Jedware Post Office Box 390073 Deltona, Florida 32739-0073 Angela T. Hall, Agency Clerk Department of Health 2020 Capital Circle, Southeast Bin A02 Tallahassee, Florida 32399-1703
Findings Of Fact The County is a political subdivision of the State of Florida, and the Hillsborough County Sheriff's Office is a department of the County government. On or about January 18, 1989, a site evaluation for the County's application, on behalf of the Hillsborough County Sheriff's Department, for an onsite sewage disposal system (septic tank and drainfield) at Vandenberg Airport was conducted. A soil profile was prepared showing brown sand from the ground surface down 14 inches, a gray sand down another 2 inches, and a gray clay from 16 inches to 7 feet below the surface. The United States Department of Agriculture Soils Survey Book classifies the soils found at Vandenberg Airport as Manatee fine sandy loam, which is now called Chobee 10, and characterizes its permeability as "severe" with a seasonal high water table of from 0 inches at ground surface to 10 inches below the ground surface. By letter dated April 13, 1989, the Department formally denied the County's application due to the poor texture of the Chobee 10 soil and high water table found in the site evaluation, as well as the zoning of the property. This denial letter recognized the applicant's right to apply for a variance. Since the County anticipated denial of its application due to verbal indications from Departmental representatives, the County filed an application for variance with the Department on or about March 29, 1989. A Variance Review Board met and considered the County's variance application, and then recommended approval. However, the variance application was denied by the Department on June 1, 1989, due to the nature of the activities to be conducted on the site, as well as the severe soil conditions on site. The denial of the County's variance request effectively denied its application for this permit. The County has timely sought this review of the Department's denial of its application for a permit for a septic tank and drainfield system at Vandenberg Airport for use by the Sheriff's Department. The parties stipulated that the County's application included the redesign plans and report of its consulting engineers. They further stipulated that the location for which this permit is sought is imperative to the duties of the Sheriff's Department, and there is no alternative to this location without greatly increasing the response time of the Sheriff's Department to emergencies and other calls for service. The Hillsborough County Sheriff's Department has been operating its aviation unit out of a hangar at Vandenberg Airport for several years, and in March, 1989, the County entered into a ten year lease with the Hillsborough County Aviation Authority for approximately 103,126 square feet of land (2.37 acres) located at the Vandenberg Airport for a new hangar for storage and maintenance of aircraft used in conjunction with the services provided by the Sheriff's aviation unit. The site was formerly used for three residences which were served by septic tanks. This lease specifically provides that the County is responsible for obtaining all necessary permits and for securing necessary utility services for the use of this Sheriff's hangar. Thus, the Aviation Authority is not responsible for providing sewage treatment facilities for this site. The Hillsborough County Aviation Authority is not a unit within Hillsborough County government, but is an independent entity established by Special Act. The County has no control or authority over the Aviation Authority's creation of development plans, but the County may approve or disapprove these plans after they have been created by the Aviation Authority and submitted to the County. The Authority's development plans for expansion of Vandenberg Airport provide for runway expansion, taxiways, aprons and parking for aircraft and hangar expansion. As part of this expansion, the Aviation Authority has removed 51 individual septic tanks from homes located on lands which have been acquired, and which now comprise part of Vandenberg Airport. There is no record of any problems with the three residential septic tanks formerly located on this site for 25 to 30 years. The Aviation Authority's plans do not include construction of a sewage treatment plant or providing sewage treatment services in any manner other than with septic tanks, the permits for which must be obtained by its lessees. No centralized wastewater service is available to the proposed Sheriff's hangar at the Vandenberg Airport, and the closest sewer main will be more than 10,000 feet away upon its completion in 1990. The County's five year capital improvement plan does not include extension of this sewer line to the Airport. The location for the Sheriff's hangar is currently zoned SPI-AP-V, which is a special airport district zoning classification created in September, 1989, for Vandenberg Airport. In this zoning district, manufacturing, processing and assembly activities are prohibited. Retail activities are also prohibited, as well as hotels, motels, repair services, physician and dental offices, bus and train terminals, lumberyards, warehouses, publishing and printing, and rental and leasing activities. This district is to be used for public use facilities, wastewater treatment plants and lift stations, aircraft landing fields, airport and airport related activities. "Airport" activities are defined to include fuel storage and transmission facilities, hangars, aircraft service, repair and maintenance facilities. "Airport related" activities are defined as: Uses which are dependent upon proximity to the airport for effective performance, or which provide services to the airport..., including but not limited to airport maintenance facilities and associated administrative offices; sales of new and used aircraft and aircraft parts; sales of aircraft fuels, lubricants, and other aircraft supplies; ... and other airport-related uses compatible with the operation of airports for public and private use. Based upon five soil borings taken at the boundaries of, as well as within, the proposed hangar site, Darrell Hanecki, a geotechnical engineer who was accepted as an expert in engineering, found that the groundwater table was 3 to 4 feet below the existing ground surface in October and November, 1988. The seasonal high groundwater table was estimated to be approximately 12 inches above the existing ground water table at that time, but significant fluctuations in the groundwater level were anticipated due to seasonal variations in rainfall, runoff, and other site specific factors. The borings upon which Hanecki's findings are based were performed in general compliance with accepted procedures for standard field penetration tests. Hanecki concluded that the soil conditions are suitable for the proposed hangar if constructed on a shallow footing foundation with special site preparations. William Fernandez, who was accepted as an expert in civil engineering, developed a redesign of the County's septic tank and drainfield in support of its variance request in order to address concerns expressed by the Department's representatives concerning soil conditions on site. It is proposed that the septic tank and drainfield site will be excavated to a depth of 6 feet, and all clays will be removed. The site will then be backfilled with clean materials in order to allow the drainfield to percolate through these clean materials from three mounded drains which will be located in a two foot high mound constructed above the original grade. A pump will be used to lift the effluent from the tank to the drainfield. The septic tank will have a 750 gallon capacity. It is projected that 8 people will use this septic tank each day, and that each person will cause 25 gallons of sewage per day to be deposited in the system, or a total of 160 gallons of sewage per day. Only domestic wastes from the hangar restrooms will go into the system. Oils, greases and other substances used in aircraft maintenance and repair will be separated and carried to a retention pond through a system of trenches. After hearing the testimony of the County's expert witnesses about the surface water management system to be constructed on site, the Department's environmental specialist, Gary Schneider, testified that he was no longer as concerned about the possibility of oils, greases and other hazardous materials getting into the septic tank system. The County has also applied to the Southwest Florida Water Management District for a surface water management permit, and must receive that permit for this proposed hangar at Vandenberg Airport. The Department seeks to rebut the expert testimony offered by the county primarily with the testimony of Robert Blanco, supervisor of the county health department's septic tank permit program, who was neither tendered nor accepted as an expert, as well as a letter from Richard Ford, resource soil scientist with the Soil Conservation Service, dated September 18, 1989, who took one soil boring and concluded that the soil identified was poorly drained to very poorly drained Chobee loamy sand. Ford was not present to testify. Blanco agreed with Ford's conclusion, expressed in his letter, that the seasonal high water table on this site will come to the surface, or within 10 inches of the surface, for 2 to 6 months each year, causing ponding to occur. Based upon the demeanor and qualifications of the witnesses who testified at hearing, it is specifically found that the testimony offered in support of the County's application, and in particular the expert testimony of Hanecki and Fernandez, is more credible and is given greater weight than the testimony offered on behalf of the Department, particularly the testimony of Blanco. Blanco was not qualified or tendered as an expert in any field, and therefore, he was only competent to offer fact testimony. He speculated, without any supporting evidence in the record, that the septic tanks formerly on this site were not built to Code specifications and probably did not work, although there is no evidence of any complaints about these septic tanks during the 25 to 30 years they were in operation. Blanco also insisted that standardized texts describing soil types over large geographic areas are more reliable than actual soil borings on site, although he could not render an expert opinion in this regard. The letter from Ford offered by the Department was not supported by other competent, substantial, credible evidence, and in any event was based upon only one soil boring as opposed to five borings conducted by Hanecki in accordance with generally accepted practices. Therefore, it is found that the groundwater table on this site is 3 to 4 feet below the existing ground surface, and the seasonal high groundwater table is approximately 12 inches above the existing groundwater table, although it does fluctuate. It was undisputed at hearing that the soils on site are Chobee 10, which is poorly to very poorly drained soil, but the County's redesign of the proposed septic tank and drainfield reasonably and adequately accounts for, and accommodates, this condition by excavating to a depth of 6 feet and backfilling with clean materials, and by placing three drains in a mounded drainfield built two feet above the existing ground level. This redesign complies with the requirements and provisions of Chapter 10D-6, Florida Administrative Code.
Recommendation Based upon the foregoing, it is recommended that the Department enter a Final Order granting the application of Hillsborough County for a permit for an onsite sewage disposal system (septic tank and drainfield) for the Sheriff's Department hangar at Vandenberg Airport. DONE AND ENTERED this 24th day of October, 1989 in Tallahassee, Florida. DONALD D. CONN 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 24th day of October, 1989. APPENDIX TO RECOMMENDED ORDER, CASE NO. 89-3776 Rulings on the County's Proposed Findings of Fact: 1. Adopted in Finding 1. 2-7. Adopted in Findings 6, 7. Adopted in Finding 8. Adopted in Finding 7. Adopted in Finding 10. Adopted in Findings 9, 12. 12-13. Adopted in Findings 2, 3. Adopted in Findings 10, 12. Adopted in Findings 3, 5, 10. Adopted in Findings 3, 4. Rulings on the Department's Proposed Findings of Fact: Adopted in Finding 6. Adopted in Finding 8. 3-4. Adopted in Finding 2. Adopted in Finding 11; Rejected in Finding 12. Rejected in Finding 12 as irrelevant and immaterial since the classification of the soils on site was not disputed at hearing. Adopted in Finding 5. Adopted and Rejected in part in Finding 12. COPIES FURNISHED: Michael J. Morrison, Esquire Assistant County Attorney 725 East Kennedy Boulevard Tampa, Florida 33602 Raymond R. Deckert, Esquire W. T. Edwards Facility 4000 West Buffalo Avenue Room 500 Tampa, Florida 33614 John Miller, General Counsel 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Sam Power, Agency Clerk 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Gregory Coler, Secretary 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
Findings Of Fact At final hearing, the parties stipulated to the following facts: The Department of Environmental Regulation is an administrative agency of the State of Florida created by Chapter 75-22, Laws of Florida, and vested with the power and duty to implement and enforce the provisions of the Florida Air and Water Pollution Control Act, Part I, Chapter 403, Florida Statutes. Pursuant to these Acts, the Department is authorized to regulate the construction and operation of solid waste disposal facilities and stationary installations reasonably expected to be sources of pollution. Respondent, City [of North Miami], owns the property on which is located a solid waste facility known as "Munisport Sanitary Landfill" located at 14301 Biscayne Boulevard, North Miami, Dade County, Florida; latitude 25 degrees 54' 9" North, longitude 80 degrees 9' 5" West in Sections 21 and 22, Township 52 South, Range 42 East. Respondent, Munisport, operates a solid waste disposal facility under contract with the City. On March 7, 1977, the Department issued to the City of North Miami permit/certification number 13-31-028GM (hereinafter "dredge and fill permit") which modified and superseded permit/classification number 13-31-0286. The permit was issued under the provisions of Sections 253.123, 253.124, and 403.087, Florida Statutes, and Chapter 17-4, Florida Administrative Code. The permit also provided water quality certification required by Public Law 92-500. The dredge and fill permit was issued for the purpose of constructing a continuous 5,000 foot-long earthen dike with a modified top width of 12 feet aligned waterward of the mean high water line such that the waterward toe of the dike would be on or landward of the property line. Approximately 6,000 cubic yards of material would be dredged from the 63-acre tract located behind the dike and waterward of the mean high water line. Portions of the tract would be excavated to minus 35 feet mean low water to form nontidal lakes. Approximately 1,000,000 cubic yards of fill material would be enplaced as follows: Clean fill to be utilized to produce an elevation of a minimum of two feet above the calculated ground water table, after which fresh refuse and a two-foot final cover of clean fill would be placed. Within a zone of 100 feet from the landward crest of the dike, yard trash and construction debris would be the only types of solid waste acceptable as fill, and A ten-foot wide by three-foot deep circulation canal would be dredged on the outside perimeter of the dike. General condition 13 of the dredge and fill permit provides that the permit does not indicate an endorsement or approval of any other Department permit/approval that may be required for other aspects of the total project. A solid waste operation permit would also be required. On June 8, 1979, the City and Munisport received from the Department Operation Permit No. SWO-13-5152 (hereinafter "solid waste operation permit"). The purpose of the solid waste operation permit was to allow and regulate the placement of solid waste (refuse, yard trash and construction debris) in the area behind the dike described above and on adjacent uplands in order to generate an appropriate elevation for a golf course. General condition number two of the solid waste operation permit states that: This permit is valid only for the specific processes and operations indicated in the attached drawings or exhibits. Any authorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit shall constitute grounds for revocation and enforcement action by the Department (emphasis added). Specific condition number six of the solid waste operations permit provides that the subject facility be operated at all times at the maximum level of efficiency so as to minimize the adverse effect on the environment of contaminated storm water runoff or leachates which cause degradation of surface or ground waters. Specific condition number nine of the solid waste operation permit provides that "no solid waste shall be placed within thirty feet of any existing or future lake". Prior to the issuance of the solid waste operation permit, Respondents' permit application was subjected to a de novo review during a Section 120.57(1), Florida Statutes, hearing requested by the Florida Audubon Society and others. The record of these proceedings explained and expanded upon the application and, therefore, became a part thereof. Respondents' consultant testified in these proceedings as follows: We have an agreement with the Department of Environmental Regulation that goes back several years that we would not dig up any old land fill material nor would we place any land fill material in an area that would eventually become a lake. Testimony of Mr. Thomas Joseph Checca on October 18, 1978; Transcript of proceedings in Florida Audubon Society, et al. v. State of Florida, Department of Environmental Regulation, City of North Miami, Florida and Munisport, Inc., DOAH Case No. 78-316. On October 25, 1979, an inspection of the above-described facility was made by Mr. Scott Quaas, an employee of the Department, who observed that two lakes had been constructed in old waste on the site without the required 30-foot setback as required by the aforementioned permit conditions. A letter of notice was issued by the Department regarding that and other violations on November 16, 1979. On December 18, 1979, a follow-up inspection of the subject facility was made by Mr. Quaas, at which time it was observed that two more lakes had been excavated through waste previously deposited at the site, thereby causing such waste to come in direct contact with the water in the lakes adjacent thereto. It was also observed that no 30-foot setback was provided at the new lakes. Notice of these additional violations was provided to Munisport on January 16, 1980. An on-site meeting regarding the above-described violation was held on January 24, 1980, at which time it was agreed that Respondents would reply by February 1, 1980, as to whether corrective actions would be taken regarding the aforementioned violations. As of the date of final hearing in this cause, corrective action had been taken to eliminate these violations. Specific condition number 13 of the solid waste operation permit requires the posting of a performance bond or other security acceptable to the Department which adequately covers the cost of monitoring and final closing procedures required under the permit and Chapter 17-7, Florida Administrative Code, and procedures listed in the application for permit which may become necessary to correct any pollution detected at the site in violation of Department rules. No such bond or security has been posted with the Department. Extensive discussions between the Department and representatives of the City and Munisport have failed to produce agreement regarding the terms of a performance bond or security. The parties were notified of this violation and were given an opportunity to respond. Leachate (runoff containing pollutants) has been allowed to enter lakes on the site. A leachate plume containing ammonia has been detected beneath the subject sanitary landfill site, which plume has reached ground waters of the State and is being observed to be moving off the site in an east- southeast direction, toward Biscayne Bay. This leachate plume contains total Ammonia-Nitrogen (NH3-N) in amounts which are substantially in excess of the water quality standards of .5 milligrams per litre for Dade county, Florida. See, Chapters 24-11(4), Dade County Code. It was not anticipated when Operation Permit Number SWO-13-5152 was issued that leachate would be allowed to enter the lakes or that a leachate plume would form in the manner which is presently being observed. In addition to being a pollutant, Ammonia-Nitrogen is the first substance generally observed when a leachate plume forms. There exists a significant possibility that other pollutants contained in solid waste deposited at the site will also begin to reach ground waters of the State and the waters of Biscayne Bay. General condition number eight of the solid waste operation permit states that: This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal, plant, or aquatic life or property and penalties therefore caused by the construction or operation of this permitted source, nor does it allow the permittee to cause pollution in contravention of Florida Statutes and department rules, except where specifically authorized by an order from the department granting a variance or exception from department rules or state statutes. Specific condition number 15 of the solid waste operation permit states that: These permit conditions do not exempt the applicant from complying with pollution control requirements of other Federal, State, Municipal, County or Regional water pollution control rules, regulations, ordinances or codes, nor does it authorize any violation thereof.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that a Final Order be entered revoking the permits and certification which are the subject of this proceeding in their entirety or such lesser action as may be deemed appropriate by the Department in the exercise of its discretion as the State agency charged with the power and duty to control and prohibit the pollution of air and water under Section 403.061, Florida Statutes, and as the agency responsible for the implementation and enforcement of the provisions of the Florida Resource Recovery and Management Act which regulates the appropriate disposal of solid waste and landfill operation in this State. DONE and ENTERED this 24th day of February, 1981, in Tallahassee, Leon County, Florida. WILLIAM E. WILLIAMS, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of February, 1981. COPIES FURNISHED: William P. White, Jr., Esq. Deputy General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32301 Willard K. Splittstoesser, Esq. 776 N.E. 125th Street North Miami, FL 33161 Marvin P. Sadur, Esq. 2000 L. Street, N.W., Suite 612 Washington, D.C. 20036
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 =================================================================
The Issue The issue in these consolidated cases is whether the agency should grant variances from Rule 10D-6, F.A.C. regarding construction of on-site sewage disposal systems on the lots in question.
Findings Of Fact Jerry Gagliardi is the developer and engineer for an 8-lot subdivision on Merritt Island, Brevard County, Florida. Mr. Gagliardi is a self-employed civil and mechanical engineer. The small subdivision has a long, narrow configuration, extending west to east. It is bounded on the north by an existing drainage ditch and a large tract of undisturbed wetlands. Its south boundary is a finger canal, and its east boundary is Pelican Creek. With the exception of the wetlands, most of the property in the area is already developed. There are no residences built yet on the eight lots. Hook-up to an existing sanitary sewer system is available within one- quarter mile of the subdivision. The entire area, with several finger canals, is served by the sanitary sewer system. Mr. Gagliardi planned to install on-site disposal systems (septic tanks) in the subdivision. When his plan was rejected he applied for variances for lots 1 and 2 in July 1992, stating economic hardship as the basis for the request. The applications were reviewed by Gregory D. Wright, Supervisor for Brevard County Consumer Health Services and his staff. Several site visits were made and a site evaluation was completed. Mr. Wright recommended denial of the variance because the sanitary sewer system is available; the soils (mostly sand and shell) are unsuitable for on- site disposal systems; and the area, virtually surrounded by water, is environmentally very sensitive. Mr. Wright is also concerned that a variance for the two lots will establish a precedent for variances on the remaining lots in the subdivision. Mr. Wright also observed that there is an existing irrigation well on a neighboring lot within thirty feet of the proposed septic tank on lot #1. This well does not appear on Mr. Gagliardi's plans. The Department of Health and Rehabilitative Services Review Group for Individual Sewage Disposal concurred with the local agency's recommendation after consideration of Mr. Gagliardi's hardship argument. The request was not considered to be a minor deviation from the minimum requirements of the law and regulations. For approximately three years Jerry Gagliardi has been providing information on his development plans to the local county staff. He has become extremely frustrated with the process. However, he has still failed to produce the evidence which he must have to justify the variances he is seeking. At the hearing, Mr. Gagliardi claimed that hook-up to the existing sanitary sewer system is impossible because there is insufficient elevation for gravity feed and there is not enough room on Banana River Drive for another sewer line easement. He did not submit evidence to support that claim and it is unclear whether he has made that claim to the local staff for their verification. He has consistently claimed that hook-up to the existing system is prohibitively expensive. He has estimated that the cost of installing hook-up to the existing system would be $52,642 for the entire subdivision, or $6580.25 per lot. He has estimated that installation of aerobic on-site septic systems would cost $28,000.00 or $3500 per lot. This estimate does not include the cost of culverting the ditch along the north boundary of the property. The culvert may be necessary to meet the water body set-back requirements and, assuming that a permit would be granted for its construction, the culvert would substantially increase the cost of the septic tank project. As recently as three weeks prior to hearing, Mr. Gagliardi provided information to the staff that the value of the lots in the subdivision is $60,000.00 each, for lots #1 through #6; and $115,000.00 and $120,000.00, for lots #7 and #8, respectively. At hearing he repudiated that information as being based on three year old appraisals. He now asserts that the value of the lots is closer to $40,000.00 each. Petitioner's exhibit #2 is a cover letter dated January 4, 1993, to Mr. Gagliardi from the Brevard County Property Appraiser. Attached to the letter are four property management print-outs reflecting the value of two lots as $35,000.00, and two others as $65,000.00. The record does not reflect which lots those are in the subdivision and there is no explanation for the inflated values provided to the staff after the printouts were received. It is impossible from the confused and conflicting evidence provided at hearing to determine that the petitioners are entitled to a variance.
Recommendation Based on the foregoing, it is hereby RECOMMENDED: that the agency enter its final orders denying Petitioners applications for variances. DONE AND RECOMMENDED this 11th day of May, 1993, in Tallahassee, Florida. MARY CLARK 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 11th day of May, 1993. COPIES FURNISHED: Sonia Nieves Burton, Esquire Department of Health and Rehabilitative Services District 7 Legal Office 400 West Robinson Street, Suite S-827 Orlando, Florida 32801 Jerry Gagliardi, Agent for Phil Sperli and Gail Bobzein Post Office Box 541061 Merritt Island, Florida 32954 Robert L. Powell, Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 John Slye, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue Whether Petitioner’s application for a variance to permit an onsite treatment and disposal system should be approved.
Findings Of Fact The lot of land for which the Bank seeks a variance for an onsite sewage treatment and disposal system is located at 341 Compass Lake Drive in Jackson County, Florida. The lot is approximately 40 feet wide and 300 feet deep, with approximately 40 feet of frontage on Compass Lake. Prior to its severance in 2010, the lot was part of a larger parcel of land with an address of 343 Compass Drive in Jackson County. The larger parcel was owned by Charles Paulk and had substantial improvements consisting of a house, boathouse, and dock. In 2004, Mr. Paulk borrowed money from the Bank and gave the Bank a mortgage lien on the entire larger parcel to secure the loan. At some point, a survey was prepared which subdivided the larger parcel into two lots -- the first containing the substantial improvements, and the other consisting of the approximately 40-foot by 300-foot lot at issue, which is .28 acres in size, with no improvements. There is no indication that the survey was ever recorded in the public records. Later, in 2010, Mr. Paulk decided to sell the lot with the substantial improvements for $330,000. Because the Bank had a lien on the entire larger parcel, Mr. Paulk requested that the Bank release its lien on the lot with the substantial improvements. The Bank agreed to release its lien on the lot with substantial improvements and, after receiving what the Bank felt was a “sufficient pay-down” on the loan, shifted its lien to the smaller, unimproved lot that is at issue in this case. The sale and release of lien transaction “substantially reduced the loan versus the collateral value” that the Bank previously had. According to the Bank’s Senior Vice President, James Goodson, after the sale transaction, there was “not a lot of money left on the loan ” Mr. Goodson testified that, at the time that the Bank agreed to release its lien on the substantially improved lot and shift its lien to the remaining unimproved lot, it was unaware that a variance would be required for an onsite sewage treatment and disposal system (septic tank) on the unimproved lot. The facts as outlined above, however, demonstrate that the Bank was an active participant and beneficiary of the transaction that ultimately resulted in the creation of the two lots, one of which was the approximately 40-foot by 300-foot unimproved lot at issue in this case. In 2012, Mr. Paulk experienced financial problems and was having difficulty paying back the loan to the Bank secured by the unimproved lot. Because it was easier than foreclosure, the Bank agreed to take a deed to the unimproved lot in lieu of foreclosure.1/ At the time of the Bank’s release of lien in 2010, as well as at the time of the deed in lieu of foreclosure, the 40- foot by 300-foot lot size of the unimproved lot was too small to meet the statutory requirements for a septic permit. Mr. Goodson testified that, at the time that the Bank accepted the deed in lieu of foreclosure, the Bank was aware that the lot was too small and would need a variance for a septic tank. He did not explain, however, why the Bank had earlier been unaware of the need for a variance when it agreed to release its lien on the substantially improved lot in 2010. After the Bank acquired title to the unimproved lot, a third party offered to purchase it on the condition that the Bank could obtain a permit. The Bank went to Jackson County to request a permit, knowing that its request would be denied because the lot size was insufficient for a septic tank without a variance. Nevertheless, the Bank believed that it would qualify for a variance on hardship grounds because it did not “intentionally” create the hardship. The Bank commenced the permitting process by submitting an application with the Jackson County Health Department on October 4, 2012. The County denied the application on the grounds that the lot was deficient in width and total area. Next, the Bank submitted a request to the Department for a variance. The request was considered by the Department’s Variance Review and Advisory Committee (Committee) on December 6, 2012. The Committee has only recommending authority to the State Health Officer. In a four to three vote, the Committee recommended approval of a variance. The members voting against a recommendation for approval were representatives of the State Health Office, the Department of Environmental Protection, and the County Health Department. Eight objections from adjacent property owners were provided to the Committee’s review and consideration. After considering the facts, including the decision of the County Health Department, objections filed by adjacent property owners, actions taken by the Bank, and the recommendations of all the members of the Committee, Gerald Briggs, Bureau Chief for Onsite Sewage Programs for the Department of Health, made the Department’s preliminary decision that the Bank’s variance request should be denied, concluding, among other things, that “[a]ny perceived hardship that [the Bank] might experience as a result of the obligation to meet established standards comes about as a direct result of your own proposed action.” Likewise, considering the facts and evidence as presented in this case, the undersigned finds, as a matter of fact, that the Bank intentionally participated in and benefitted from the transaction that resulted in the hardship posed by the small lot size that it now owns and for which it seeks a variance.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a Final Order denying SunSouth Bank’s application for a variance. DONE AND ENTERED this 21st day of March, 2014, in Tallahassee, Leon County, Florida. S JAMES H. PETERSON, III Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 21st day of March, 2014.
The Issue At issue in DOAH Case No. 04-4333 is whether Respondent committed the two violations of Florida Administrative Code Rule 64E-6.022 alleged in the citation issued on September 29, 2004, and, if so, whether the imposition of a $1,000.00 fine was properly imposed. At issue in DOAH Case No. 05-0695 is whether Respondent committed the three violations alleged in the Amended Administrative Complaint issued on February 21, 2005, and, if so, whether his septic tank contractor registration should be revoked or some lesser penalty imposed.
Findings Of Fact The Department is the state agency charged with enforcing the statutory provisions pertaining to the practice of septic tank contracting in Florida pursuant to Chapter 489, Part III, and Section 381.0065, Florida Statutes (2004). At all times relevant to this proceeding, Respondent Matt Beebe, was a registered septic tank contractor, having been issued registration number SR0971283, and was the qualifying contractor for his business, Southern Sanitation, Inc. ("Southern Sanitation"), having been issued registration number SA0970864. On June 7, 2001, Mr. Beebe was cited for installing a septic system without a permit, in violation of Florida Administrative Code Rule 64E-6.022, and paid a fine of $500.00 without contest. At all times relevant to this proceeding, Mr. Beebe also operated a septage disposal service business under the Southern Sanitation name, having been issued operating permit number 11-QN-0054. Improper Septage Disposal and Sanitary Nuisance On September 29, 2004, Kenneth Rech, the Department's environmental health and engineering director for Collier County, received a telephone complaint that a Southern Sanitation septage hauling truck had been seen emptying its contents onto a vacant lot at 295 Brandy Lane in Naples. Mr. Rech and his assistant, James Miller, drove out to the location to investigate the complaint. When he arrived at the location, Mr. Rech first spoke to the complainant, who lived across the street from the vacant lot. The complainant estimated that the Southern Sanitation truck left the lot about 20 minutes before Mr. Rech arrived. Mr. Rech and Mr. Miller investigated the site. Mr. Rech described the area containing the dumped contents of the truck as a low-lying wetland. The property was about ten acres in size. The owner kept horses on the lot. Mr. Rech testified that there was a strong smell of septage, though the dumped contents were light gray in color. Raw septage is generally black. Based on the smell, Mr. Rech concluded that the dumped contents included septage mixed with some other material. Mr. Rech telephoned Erin Kurbec to meet him at the dump site. Ms. Kurbec is a Department employee responsible for oversight of septage hauling and disposal businesses. Ms. Kurbec in turn phoned Mr. Beebe and asked him to come to the site. Mr. Rech testified that Mr. Beebe was "very agitated" when he arrived at the dump site, calling Ms. Kurbec a "liar," and protesting that the Department did not have the right to ask for his company's hauling logs. Because of Mr. Beebe's aggressive behavior, Mr. Rech phoned to request a Sheriff's deputy to come to the site. Mr. Beebe conceded that he was somewhat agitated because Ms. Kubec asked him to come to the site, but would not tell him why she wanted to see his truck. She would only say that it was a "spot check," which Mr. Beebe did not believe. By the time the Sheriff's deputy arrived, the situation had calmed down. Mr. Beebe told Mr. Rech that he had dumped approximately 3,000 gallons of "drillers' mud" on the site. Drillers' mud, or bentonite clay, is a colloidal clay sold under various trade names that forms a slick slurry, or gel, when water is added. The appearance of the material dumped at the site was consistent with that of drillers' mud. Mr. Beebe testified that the owner of the vacant lot asked him to dump the drillers' mud to fill in a low-lying, hard to reach area of the property. The liquid-like consistency of the drillers' mud made it ideal for filling this difficult portion of the property. Mr. Beebe's testimony as to having permission to dump materials on the property is credited. Mr. Rech took two samples of the dumped material from a pooled area about six inches deep. He used sterile sample equipment and containers. Because Mr. Beebe had alerted him to the possibility that there could be horse manure under the dumped material, Mr. Rech was careful to scoop the contents from the top of the dumped material. Mr. Rech provided one of the samples to Mr. Beebe to allow Mr. Beebe to have a laboratory of his choice analyze the material. Mr. Rech sent the other sample to the Department's Tampa laboratory, which found the sample to contain a fecal coliform count of 4,800 colonies per gram. The laboratory's report was stamped with the disclosure stating, "Sample does not meet the following NELAC requirements: 1) exceeds 6 hr. hold time; 2) this matrix is not certified under NELAC." NELAC is the National Environmental Laboratory Accreditation Conference, a voluntary association of state and federal agencies, the purpose of which is to establish and promote mutually acceptable performance standards for the operation of environmental laboratories. NELAC certifies environmental laboratories such as the Department's Tampa facility, which was not certified for solid matrices such as the sample provided by Mr. Rech. Dr. Philip Amuso is the director of the Department's Tampa laboratory. Dr. Amuso testified as to the testing procedures and the disclosure statement included on the laboratory report. He concluded that neither of the disclosures affected the validity of the fecal coliform count found in the sample. Dr. Amuso testified that the applicable testing standard calls for a sample to be analyzed for fecal coliform within six hours of the sample collection time. The sample in question was not tested within six hours. However, Dr. Amuso testified that the longer a sample is held, the lower the fecal coliform count will be, because the fecal coliform colonies tend to die off over time. Thus, Dr. Amuso testified that the fecal coliform count in the sample was likely understated, due to the failure to analyze the sample within six hours. Dr. Amuso testified that his laboratory chose to classify the sample as solid. The Tampa laboratory was required to note on its report that it is not NELAC-certified for solid matrices. However, Dr. Amuso testified that the classification of the sample had no impact on the analysis performed or the validity of the result. He explained that the laboratory could have classified the sample as a non-potable liquid, a matrix for which the Tampa laboratory is NELAC-certified, and the same analysis would have been performed and would have yielded the same result. Mr. Beebe forwarded his sample of the dumped material to Sanders Laboratories, Inc. ("Sanders"), a private environmental testing service. The Sanders laboratory classified the sample as a non-potable liquid and performed its analysis within six hours of the sample's collection. The Sanders laboratory report dated September 30, 2004, found the fecal coliform count to be 1,600,000 colonies per 100 milliliters. Placed in comparable terms to the Tampa laboratory's report, this sample showed a fecal coliform count of 16,000 colonies per gram, or about three times higher than the Tampa laboratory's sample. Dr. Amuso attributed this higher reading to the fact that Sanders ran its test within six hours of collection. Dr. Amuso testified that the fecal coliform count of 4,800 colonies per gram found in the Tampa laboratory's sample constituted "pretty significant" contamination. Mr. Rech testified that a count of 4,800 colonies per gram is about one-half of the count found in raw, untreated septage from a septic tank, and that such a count is "bad" in terms of public health significance. Mr. Rech testified that the fecal coliform count in the Sanders sample was "in the range" for raw untreated septage. Mr. Rech stated that the laboratory analyses led to the conclusion that there was a substantial amount of untreated septage mixed with the drillers' mud in the dumped materials. He concluded there was more septage than could reasonably be attributed to residue from a previous dump of septage in Mr. Beebe's truck. He added that it would be impossible to clean the tank of a septage disposal truck sufficiently to prevent fecal contamination of a subsequent non-septage load. Mr. Beebe conceded that Mr. Rech told him that he should not use a septage hauling truck for any other kind of load, especially where that load would be dumped on the ground. Before leaving the dump site on September 29, 2004, Mr. Rech and Ms. Kurbec handed Mr. Beebe the citation for failure to properly treat or dispose of septage and the creation or maintenance of a sanitary nuisance. The citation directed Mr. Beebe to pay a fine of $500.00 for each of the two violations. Mr. Rech testified that he and Ms. Kurbec were able to conclude from their on-site observations that Mr. Beebe had improperly disposed of septage and had created a sanitary nuisance. Mr. Rech stated that the subsequent laboratory analysis served to confirm those conclusions. Mr. Rech testified that untreated septage consists of human waste containing high levels of fecal coliform and viruses, bacteria, and parasites that cause a wide range of gastrointestinal and neurological conditions in humans. Mr. Rech stated that untreated septage dumped anywhere other than at a properly regulated disposal site constitutes a public health nuisance. He noted that the materials were dumped by Mr. Beebe within roughly 100 feet of residential drinking water wells. Mr. Beebe admitted that he dumped the contents of his disposal truck on the vacant lot, though he denied that it contained septage. He theorized that the high fecal coliform counts in the laboratory analyses were caused by animal manure beneath the drillers' mud that he dumped on the property. Dr. Amuso conceded that no testing had been performed to establish the ambient level of coliform on the property, and further conceded that the laboratory tests do not distinguish human from animal feces in measuring the coliform count. However, as noted above, Mr. Rech knew that there were animals on the property and carefully took his sample from the top of the dumped material. Mr. Rech testified that the strong smell of septage, and the high coliform count found by the subsequent laboratory analyses left no doubt that untreated human waste had been dumped on the property by Mr. Beebe. The Department established, by clear and convincing evidence, that Mr. Beebe dumped a mixture of drillers' mud and untreated septage on the lot at 295 Brandy Lane in Naples. Holding Tank On or before January 6, 2005, Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the newly built residence of Edward Ehlen at 616 Crescent Street on Marco Island. Mr. Beebe did not dig the hole, nor did he connect the holding tank to Mr. Ehlen's house. Mr. Ehlen testified that he contracted with the City of Marco Island in July 2004 to connect his new residence, an $800,000 house, to the city sewer system. The connection was to be completed no later than November 2004, when Mr. Ehlen and his family expected to take occupancy of the house. The city did not complete the connection and, therefore, allowed Mr. Ehlen to install a holding tank to be used until the sewer connection was completed. After the holding tank was installed, the city inspected the tank and gave Mr. Ehlen a temporary certificate of occupancy. On January 6, 2005, after Mr. Ehlen and his family had moved into their house, the Department discovered that the Ehlen home was using a holding tank to collect its wastewater. On January 7, 2005, the Department issued to Mr. Ehlen an "Official Notice to Correct and Abate a Sanitary Nuisance," finding that Mr. Ehlen was in violation of "Florida Statutes Chapters 381 and 386" because "plumbing discharge from your home is connected to a sewage holding tank which has not been permitted or inspected by this department." The Notice also provided, in relevant part: You are hereby directed to correct this condition by complying with all the conditions listed below. Apply for a "temporary" Holding Tank permit by close of business on Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days, Permit fee is $185.00] Apply for an abandonment permit for the temporary holding tank by close of business Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days. Complete tank removal will be required within 10 days of hook up to public sewer. Permit fee is $40.00] Have a licensed septic contractor excavate the holding tank for inspection of all connections and seals by this department by Wednesday, January 12, 2005. Sign and maintain a pump-out agreement with a licensed septage hauler until the temporary holding tank is properly abandoned and inspected by this department. Provide a copy of this agreement to the department by Wednesday, January 12, 2005. [Minimum required pump-out frequency to be every other day]. Complete hookup to Marco Island Utilities sewer system within 120 days of receipt of this notice. Failure to comply may result in administrative and/or civil enforcement action, including administrative fines of up to $500 per day per violation of law. On January 12, 2005, the Department issued a 120-day temporary permit to Mr. Ehlen for his holding tank. Also on January 12, 2005, Mr. Ehlen signed a contract with Southern Sanitation pursuant to which Mr. Beebe's company agreed to pump out the holding tank three times per week. Mr. Beebe conceded that he did not obtain a permit from the Health Department before he placed the holding tank in the hole on Mr. Ehlen's property. Mr. Beebe relied on Mr. Ehlen's statement that the City of Marco Island had approved the installation of the holding tank. Florida Administrative Code Rule 64E-6.0101(7) provides that a construction permit must be obtained before the placement or installation of any holding tank. The Department established, by clear and convincing evidence, that Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the Ehlen's residence without obtaining a Department permit. Mr. Beebe's good faith belief that Mr. Ehlen had obtained approval for the placement of the tank is noted as a mitigating factor, but cannot operate as a defense for a registered septic tank contractor's admitted failure to confirm the status of any permit with the Department prior to commencing work on the project. Collection and Hauling Log Mr. Beebe's annual operating permit from the Department authorizes him to pump septage from septic tanks and holding tanks and haul it to an approved treatment site for disposal and treatment. Florida Administrative Code Rule 64E-6.010(7)(e) requires a septage hauler to maintain a collection and hauling log "at the treatment site or at the main business location" and to retain that log for a period of five years. The rule lists the following items for inclusion in the log: Date of septage or water collection; Address of collection; Indicate whether the point of collection is a residence or business and if a business, the type of business; Estimated volume, in gallons, of septage or water transported; Receipts for lime or other materials used for treatment; Location of the approved treatment facility; Date and time of discharge to the treatment facility; and Acknowledgement from treatment facility of receipt of septage or waste. On September 29, 2004, the date on which the Department investigated Mr. Beebe's dumping of drillers' mud and sewage on the lot at 295 Brandy Lane in Naples, the Department requested that Mr. Beebe provide his septage collection and hauling log. On September 30, 2004, Mr. Beebe faxed to the Department a single-page, typed document titled, "RE: Southern Sanitation, Inc. Truck Log for Trucks 1 and 2." The document stated that on September 29, 2004, "Truck #1" transported 3,000 gallons of "Well Drillers Mud" from Southern Well Drillers Services drilling site and disposed of it at 295 Brandy Lane. The document stated that "Truck #2" did not haul materials on September 29, 2004. Mr. Rech testified that this document did not satisfy the rule criteria for collection and hauling logs. He noted that this was not a log kept by the drivers of the trucks, but merely a statement from Mr. Beebe attesting to what the trucks had hauled on a single day. Mr. Rech also pointed out that the Department had inspected and authorized Mr. Beebe to haul septage in two trucks identified by their vehicle identification numbers, but that Mr. Beebe's single-page "log" provided no information specifically identifying the trucks in question. On February 3, 2005, the Department sent a letter to Mr. Beebe requesting that he produce, among other documentation, "your original collection and hauling logs for all domestic sewage and food establishment sludge and/or septage you collected and disposed of from January 1, 2004 through February 2, 2005." On February 11, 2005, Mr. Beebe responded to the Department's request, providing copies of "Septic Receiving Logs" maintained by the North County Water Reclamation Facility ("NCWRF"), the Collier County wastewater facility at which Mr. Beebe disposed of his loads. There were log pages for January through June 2004, and October through December 2004. The logs included the dates of disposal, the number of gallons and type of waste in the load (septic or grease), and the signature of the Southern Sanitation driver who dropped off the load. On March 8, 2005, Mr. Beebe submitted to the Department supplemental information covering January 2005. It includes a typed "Pump Job List" for January 2005, prepared on March 3, 2005. The list contains dates, addresses, and approximate gallons collected, including eight entries for pumping out Mr. Ehlen's holding tank. Individual trucks were not identified on this list. The supplemental information also included an NCWRF Septic Receiving Log for January 2005. Mr. Beebe testified that the Department had never asked him for an accounting during the eight years he has operated his business and that the Department did so in this case only after he contested the allegations in the Brandy Lane dumping case. Mr. Beebe appeared to believe that the Department was acting punitively in requesting documents that Mr. Beebe, as the owner of a permitted septage disposal business, was required to keep. Mr. Beebe did not contest the apparent fact that he did not keep collection and hauling logs for his trucks in the normal course of business. Such documentation as he provided was insufficiently detailed to meet the requirements of Florida Administrative Code Rule 64E-6.010(7)(e), and in some instances was cobbled together well after the fact in order to provide the Department with some documentation of Southern Sanitation's activities. Mr. Rech testified that the Department requires accurate logs of collections and disposals to allow it to monitor compliance and investigate complaints. An accurate, detailed, and contemporaneously-created log would have allowed the Department to discover what Mr. Beebe's truck had collected and dumped prior to the Brandy Lane dumping incident and would have allowed the Department to reconcile the amounts of septage collected by Mr. Beebe from January 2004 through February 2005, with the amounts of septage Mr. Beebe properly disposed of during the same period. The Department established, by clear and convincing evidence, that Mr. Beebe did not maintain a septage collection and hauling log as required by Florida Administrative Code Rule 64E-6.010(7)(e). Improper disposal of septage The terms of Mr. Beebe's septage disposal service permit required him to dispose of his collected septage at the NCWRF. Dale Waller, the plant manager of the NCWRF, testified as to the procedures followed by sewage haulers at the facility. Mr. Waller testified that the facility has a computer capable of generating reports as to the quantity of disposals made by haulers, but that the computer system often does not operate correctly. Therefore, the facility's chief means of monitoring disposals is the "Septic Receiving Logs" discussed above. The Septic Receiving Log requires the hauler to record the date of disposal, whether the disposal consisted of septage or grease, the amount of disposed material in gallons, and the driver's signature and printed name. The number of gallons disposed is shown on a calibrated gauge when the waste is pumped out of the truck. Mr. Waller testified that this gauge is accurate within five per cent of the actual amount pumped. The county sends invoices each month to the hauler, based on the number of gallons and the type of waste disposed of at the facility. The Septic Receiving Log is maintained in the foyer of the NCWRF building, with a monthly sheet for each hauling company that uses the facility. No NCWRF employee monitors the haulers as they make their log entries. Mr. Waller testified that it is essentially an honor system for the haulers. Due to computer problems, the NCWRF had no computer records of disposals for the month of January 2005. The Septic Receiving Log for Southern Sanitation for that month showed six entries totaling 11,908 gallons of septage and grease, plus two early January 2005 entries of 3,450 gallons that were placed on the December 2004 log, for a total of 15,358 gallons. Mr. Waller testified that in March 2005, Mr. Beebe submitted a revised Septic Receiving Log for Southern Sanitation for the month of January 2005. Mr. Beebe also provided this revised log to the Department as part of his March 8, 2005, supplemental information for the month of January 2005. This revised log listed three additional disposals of septage in the month of January 2005: 2,550 gallons on January 17; 2,000 gallons on January 24; and 1,700 gallons on January 28. These additional 6,250 gallons brought the reported total disposals of septage and grease for January 2005 to 21,608 gallons. The NCWRF declined to accept the revised Septic Receiving Log as an official record of Southern Sanitation's disposals at the facility for the month of January 2005, because the NCWRF could not verify the additional disposals. Mr. Beebe was billed only for those disposals documented on the original Septic Receiving Log kept at the facility. As part of the March 8, 2005, submission of supplemental information, Mr. Beebe provided to the Department a "pump job list" for January 1 through 28, 2005. This list indicated that Southern Sanitation collected between 21,000 and 22,600 gallons of wastewater during the period specified, a number that roughly corresponds to the total number of gallons reported by Mr. Beebe in his revised Septic Receiving Log for the month of January 2005. At the hearing, the Department contended that because Mr. Beebe reported collecting between 21,000 and 22,600 gallons of waste, but could only verify the proper disposal of 15,358 gallons of waste, Mr. Beebe must have improperly disposed of at least 5,600 gallons and as much as 7,200 gallons of waste. In a similar fashion, the Department examined the amounts that Mr. Beebe reported pumping from Mr. Ehlen's holding tank, compared those amounts to the Ehlen household's water usage for the month of January 2005, and concluded that Mr. Beebe further underreported the amount of waste collected that month and, therefore, must have improperly disposed of even more than 5,600 to 7,200 gallons of waste. Mr. Beebe was forthright regarding the issues in these cases, even when his testimony was against his own interests. In light of his overall credibility, Mr. Beebe's denial that he made any improper disposals of waste is credited. No evidence was presented to show that Mr. Beebe actually made these improper disposals. The Department's contention was a surmise derived from discrepancies in Mr. Beebe's reports of collections and disposals. Based on all the evidence, the undersigned finds that the discrepancies in the reports were more likely due to Mr. Beebe's poor record-keeping and his after-the-fact efforts to create records complying with Florida Administrative Code Rule 64E-6.010(7)(e), rather than any illegal dumping of waste. The Department failed to establish by clear and convincing evidence that Mr. Beebe improperly disposed of septage during the month of January 2005.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner, the Department of Health, enter a final order imposing a $1000.00 fine for the violations described above, relating to DOAH Case No. 04-4333, and imposing a fine of $1,500.00 and a 90-day suspension of Respondent's septage disposal operating permit for the violations described above, relating to DOAH Case No. 05-0695. DONE AND ENTERED this 7th day of July, 2005, in Tallahassee, Leon County, Florida. S LAWRENCE P. STEVENSON 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 7th day of July, 2005. COPIES FURNISHED: Michael F. Kayusa, Esquire Post Office Box 6096 Fort Myers, Florida 33911 Susan Mastin Scott, Esquire Department of Health 2295 Victoria Avenue, Room 206 Fort Myers, Florida 33901 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
