Findings Of Fact Petitioner Alexis Crlenjak is the owner of an unimproved lot approximately 90 feet by 230 feet in size which abuts Black Creek in Clay County, Florida. (Testimony of Petitioner, Exhibit 2) By application received by the St. Johns River Subdistrict of the Department of Environmental Regulation on September 9, 1980, Petitioner sought a permit to place approximately 1,000 cubic yards of clean fill dirt over an area of 90 by 130 feet to a depth of 3 feet on the southern portion of his lot. The stated purpose for the request was to enable Petitioner to obtain a county permit to install a septic tank and drainfield in the filled portion of the lot. Such a permit previously had been denied by the county for the reason that inadequate drainage for a septic tank existed in the lot's present natural condition. (Testimony of Petitioner, Exhibit 2) Subsequent to receipt of the application, DER's Subdistrict Office solicited comments or objections to the proposed project from adjacent landowners and various governmental agencies. An adjoining landowner, Frederick G. Flagge, filed an opposition to the concept of placement of a septic tank and drainfield next to his land due to the possibility of seepage and contamination. The United States Environmental Protection Agency, Region IV, expressed the view that placement of fill material in flood plain wetlands to raise the elevation for a septic tank placement is not in the public's interest and recommended denial of the application, and suggested that the applicant utilize the upland portion of his property for such purpose. The Southeast Regional Office of the National Marine Fisheries Service, U.S. Department of Commerce, concluded that the work would adversely impact fishery resources by filling productive wetlands and made a similar recommendation to that of the EPA. A representative of the Department of Interior Fish and Wildlife Service inspected the area in November 1980, and found that the proposed project would destroy 0.27 acres of wetlands which provide nesting, feed and shelter habitat for various species of birds, maimals and reptiles. The agency therefore recommended that any fill be limited to upland areas. The Florida Game and Freshwater Fish Commission reviewed the application and recommended denial because the project would adversely affect fish and wildlife resources by eliminating a protective wetland habitat. (Testimony of Tyler, Exhibit 2) Petitioner's lot is bounded on the north by Black Creek, on the east by a dredged canal which terminates at a boat basin immediately south of his property. A filled driveway separates Petitioner' s land from the Flagge property to the west. Although the area surrounding the north bank of Black Creek is still in a natural condition, Petitioner's and Flagge's lots are practically the only ones on the south bank in that area which are undeveloped and still in a relatively natural state. The northern border of Petitioner's property is high and dry due to the berm along Black Creek which has been deposited over the years and has become vegetated. However, the southern half is a hardwood swamp area where blackgum is the dominant species, together with other species such as buttonbush, water ash, dahoon, willow, water locust, red maple and sweetgum. Black Creek is classified as a Class III body of water under Chapter 17-3, Florida Administrative Code. The type of vegetation on the southern portion of Petitioner's lot is associated with periodic inundation during seasonal rainfall, and is thus deemed to constitute the landward extent of waters of the state pursuant to the vegetative indices of Chapter 17-4, Florida Administrative Code. After receiving the application an environmental specialist in Respondent's subdistrict office visited the site and thereafter prepared a Permit Application Appraisal. He identified the various species of plant life located in the area to be filled and determined that it was properly within Respondent's jurisdiction. His appraisal found that the swamp area in question benefits the water quality of Black Creek by filtering sediments and assimilating pollutants generated by upland runoff. He also found that the area is a fish and wildlife habitat, provides flood control, and serves as a primary food source for fish and wildlife. He therefore determined that the proposed project would result in the elimination of those biological resources that aid in maintaining water quality and would further degrade water quality by adding septic tank waste in close proximity to the waterway. He concluded that the project as proposed would induce flooding on the lot to the West by blocking the flow through the swamp which presently is connected by a culvert under the filled driveway to the west. His supervisor subsequently visited the site and agreed with the application appraisal. It was their combined opinion that filling of the land would eventually lead to eutrophication of the adjacent canal and adversely affect the water quality of Black Creek. At the time of their visits, the DER personnel did not observe standing water on Petitioner's property, but did so on the adjacent lot to the west. (Testimony of Rector, Tyler, Exhibit 2) As a result of the adverse application appraisal, Respondent advised Petitioner on December 9, 1980, of its intent to deny the application based on the loss of submerged land, and anticipated water quality degradation by replacing the aquatic ecosystem with a septic tank and drain ield which has a potential for leaking into the adjacent canal. The Notice of Intent to Deny further specified state water quality standards which would be adversely affected, and found that the applicant had not provided the department with affirmative reasonable assurances that the immediate and long-term impacts of the project would not result in a violation of state water quality standards. (Testimony of Tyler, Exhibit 2) At the hearing, Petitioner scaled down his request by stating that he now only wished to fill an area approximately 25 feet by 40 feet in the southwest corner of his lot to serve as the drainfield for a septic tank. However, the DER personnel who had reviewed the project testified that their recommendation of denial would not be changed in spite of the reduced proposed filling activity. They were of the opinion that the same considerations which led to the denial recommendation would still be present, except on a smaller scale. They indicated that Petitioner could still use his land, in spite of the permit denial, for recreational activities, or by erecting a "stilt" house on the lower half of the lot. However, in such an eventuality, the septic tank and drainfield would have to be placed on the upland portion of the lot. As petitioner pointed out, this cannot take place under current health regulations in view of the fact that a well is located on the north side of the adjacent lot, and the spacing distance would be insufficient for state and county permitting purposes. Although Petitioner denied that a culvert existed under the driveway separating the lots, he conceded that he had not visited the property for about a year. (Testimony of Tyler, petitioner, Exhibit 2)
Recommendation That Petitioner's application be DENIED. DONE and ENTERED this 12th day of August, 1981, in Tallahassee, Florida. THOMAS C. OLDHAM Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 12th day of August, 1981. COPIES FURNISHED: Honorable Victoria J. TSchinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Silvia Morell Alderman, Esquire Alexis Crlenjak Assistant General Counsel Route 2, Box 618 Department of Environmental Havana, Florida 32333 Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue The issue presented is whether Respondent Seanic Corporation's application for an operating permit for a domestic wastewater treatment facility should be granted.
Findings Of Fact On January 20, 1994, Respondent Seanic Corporation submitted to Respondent Department of Environmental Protection an application to construct a wastewater treatment and disposal facility. The application requested approval to construct a facility with a design capacity of 15,000 gallons per day and to discharge its treated effluent to G-III groundwater through two Class V injection wells. Although the Department had no rules with specific depth requirements for such wells, the plans that accompanied the application contemplated wells with a total depth of 90 feet below land surface, which would be cased down to a depth of 60 feet below land surface. On February 23, 1994, the Department gave notice of its intent to issue the requested construction permit. Petitioners did not challenge the issuance of the construction permit, and the Department issued the permit on April 22, 1994, with an expiration date of five years after the issuance of the permit. On February 17, 1999, Seanic began construction of the permitted facility, including the construction of the two Class V injection wells. At the time the wells were first drilled, there were no statutes or rules regarding the appropriate depth of underground injection wells at a facility like Seanic's. Construction of the Seanic facility was completed before April 12, 1999, as reflected by the Certificate of Completion of Construction for the permitted facility. On April 21, 1999, Seanic filed with the Department its application to operate the facility. Chapter 99-395, Laws of Florida, became effective on June 18, 1999, approximately two months after the facility was constructed and the operating permit application was submitted. Section 5 of Chapter 99-395 defines the term "existing" to mean "permitted by the Department of Environmental Protection or the Department of Health as of the effective date of this act." Chapter 99-395 imposes different effluent limitations for "existing sewage facilities" than those that are applied to new facilities. For facilities that have a design capacity of less than 100,000 gallons per day, new facilities must provide treatment that will produce an effluent that contains no more, on a permitted annual basis, than the following concentrations: Biochemical Oxygen Demand (CBOD5) of 10 mg/L Suspended Solids of 10 mg/L Total Nitrogen of 10 mg/L Total Phosphorus of 1 mg/L These standards are frequently referred to as the "10-10-10-1 Standard." In accordance with Section 6(4) of Chapter 99-395, "existing sewage facilities" have until July 1, 2010, to comply with the 10-10-10-1 standard. Prior to that date, "existing sewage facilities" must meet effluent limitations of 20 mg/L for both CBOD5 and suspended solids and must monitor their effluent for concentrations of total nitrogen and total phosphorus. The Seanic facility is an "existing" facility, as that term is defined in Chapter 99-395, and, therefore, has until July 1, 2010, to comply with the 10-10-10-1 standard. Section 6(7)(a) of Chapter 99-395 requires Class V injection wells for facilities like Seanic's to be "at least 90 feet deep and cased to a minimum depth of 60 feet or to such greater cased depth and total well depth as may be required by Department of Environmental Protection rule." The Department has not promulgated any rules requiring Class V injection wells to be deeper than the depth prescribed in Chapter 99-395, Laws of Florida. As of January 26, 2000, the total depth of Seanic's injection wells measured 92 and 94.5 feet, respectively. On November 24, 1999, the Department entered its notice of intent to issue the operating permit applied for by Seanic and attached to the notice a "draft permit" with the conditions and effluent limitations that would be applied to the facility. In issuing the notice, the Department determined that Seanic had provided reasonable assurance that the facility will not discharge, emit, or cause pollution in contravention of applicable statutes or the Department's standards or rules. The draft permit included effluent limitations of 20 mg/L for both CBOD5 and suspended solids and required Seanic to monitor its effluent for total nitrogen and total phosphorus, in accordance with Chapter 99-395, Laws of Florida, and the Department's rules for existing sewage facilities. The draft permit notes that Seanic must comply with the 10-10-10-1 standard by July 1, 2010. Because Seanic's condominium development has not been completed and the wastewater treatment facility is not expected to go into operation for approximately one year, the draft permit also requires that the facility be re-inspected and re-certified immediately prior to going into operation. The Seanic facility was designed to create an effluent that is several times cleaner than required by Department rules. The facility uses an extended aeration process that is expected to reduce levels of both biological oxygen demand ("BOD") and total suspended solids ("TSS") to lower than 5 mg/L, concentrations that are 75 percent lower than the effluent limitations in the draft permit. Similar facilities in the Florida Keys have shown that they can achieve BOD and TSS concentrations of less than 5 mg/L. The Seanic facility has also been designed to provide a greater level of disinfection than required by law. While the draft permit requires only that the facility maintain a chlorine residual of 0.5 mg/L after fifteen minutes' contact time, the facility has been designed with larger chlorine contact tanks to provide a chlorine contact time of approximately one hour at anticipated flow rates. The facility operator can also increase residual chlorine concentrations. These facts, along with the reduced TSS levels at this facility, will provide considerably greater levels of disinfection than the law requires. Although the draft permit does not contain effluent limitations for total nitrogen or total phosphorus, the levels of these nutrients expected to be present in the Seanic facility's effluent are approximately 5 mg/L and 2-3 mg/L, respectively. Studies conducted on the rate of movement of phosphorus in the subsurface indicate that some of the phosphorus is rapidly immobilized through chemical reactions with the subsurface soil matrix. Specifically, studies conducted on injection wells in the Florida Keys report that 95 percent of the phosphorus is immobilized within a short time after entering the injection well. Studies conducted on the rate of movement of nitrates in the subsurface indicate that some nitrate migration is also retarded through chemical reactions with the subsurface soil matrix. More specifically, studies conducted with injection wells in the Florida Keys report that denitrification removes approximately 65 percent of the nitrates within a short time after the effluent enters the injection well. In addition to the chemical reduction of phosphorus and nitrogen levels in the groundwater, studies conducted on injection wells in the Florida Keys with a total depth of 90 feet and a cased depth of 60 feet have reported extremely high dilution rates by the time effluent injected into such wells would appear in surrounding surface waters. More specifically, studies using chemical and radioactive tracers have reported dilution rates on the range of seven orders of magnitude, i.e., 10 million times. After undergoing chemical reduction in the groundwater as well as extremely high dilution rates, the levels of nitrogen and phosphorus that would be expected to enter Captain's Cove and the adjacent canals will be infinitesimal, i.e., less than one part per trillion. Such levels would be several orders of magnitude below detection limits of currently available analytical methods. The surface waters in the artificial canals and in Captain's Cove surrounding the homes of Petitioners' members are classified by the Department as Class III waters that are predominantly marine. The permitted levels of fecal coliform bacteria in the facility's effluent (as restricted in the draft permit) are identical to the discharge limits for fecal coliform bacteria in Class III waters that are predominantly marine. The operation of Seanic's facility will not result in discharges of fecal coliform bacteria in excess of the applicable effluent limitations. Petitioners' expert witnesses agree that the facility, as designed, will comply with all of the conditions and effluent limitations in the draft permit. No Department rule or standard will be violated by this facility. The Department has not promulgated any effluent limitations or standards for viruses to be discharged to G-III groundwater or Class III surface waters that are predominantly marine. Petitioners' members use and enjoy the clear waters in their canals and in Captain's Cove. They have had the water quality tested four times a year since 1988. Captain's Cove, along with the adjacent canals, has remained a clear, oligotrophic water body with minimal algae growth. Petitioners' members fear that the introduction of viruses and other microorganisms through the facility's effluent will cause swimming in Captain's Cove and the adjacent canals to be harmful to their health. Their fear has been heightened by newspaper stories about viruses and a publicized study which erroneously claimed that Captain's Cove had high levels of harmful bacteria. Petitioner Port Antigua Property Owners Association ("PAPOA") received notice of the Department's intent to issue an operating permit to Seanic. The president discussed the permit with another resident, a microbiologist, who in turn discussed the facility with geologists and reviewed studies performed in the Florida Keys. Their serious concern over the depth of the injection wells and the possible release of viruses and bacteria harmful to the marine environment and to the public health was expressed throughout PAPOA's petition, and a copy of one of the tracer studies upon which they relied was attached to the petition. The president of Petitioner Port Antigua Townhouse Association, Inc. ("PATA"), who is also a member of PAPOA, discussed the Department's notice of intent with the president of PAPOA and the microbiologist. He also discussed the project with a member of PATA who oversees Broward County's wastewater treatment facility, which has the same effluent limitations as the Seanic facility. PATA members believed they should join with PAPOA and the Lower Matecumbe Key Association in requesting a hearing on Seanic's operating permit. PATA and others have also filed litigation in the Circuit Court against Seanic Corporation and others. That litigation is still pending. Petitioners were not able to cite any statute or rule that would be violated by the Seanic facility's discharge. They believe that since the facility is not yet operating, it should be required to adhere to the stricter effluent standards required for new facilities. They also believe that the Department should consider the harmful effects of viruses and bacteria on the marine environment and on the public health. Petitioners did not file their petitions for any improper purpose. They did not file their petitions for any frivolous purpose or to harass or to cause unnecessary delay or to increase Seanic's costs in obtaining an operating permit for its facility. They believed the language in the Department's notice of intent to issue the permit which advises substantially affected persons that they have a right to an administrative hearing and that the Department could change its preliminary agency action as an result of the administrative hearing process. They believe they are simply exercising a right that they have under the law.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered granting Seanic's application for an operating permit for its domestic wastewater treatment facility but denying Seanic's Motion for Attorney's Fees and Costs. DONE AND ENTERED this 13th day of November, 2000, in Tallahassee, Leon County, Florida. LINDA M. RIGOT 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 13th day of November, 2000. COPIES FURNISHED: Francine Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Evan Goldenberg, Esquire White & Case, LLP First Union Financial Center 200 South Biscayne Boulevard Miami, Florida 33131-5309 Lee R. Rohe, Esquire Post Office Box 500252 Marathon, Florida 33050 Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-0300 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-0300
The Issue The issue to be resolved in this proceeding concerns whether the Petitioner violated Florida Administrative Code Rules 64E-6.022(1)(b)2, 64E-6.022(1)(d), and 64E-6.022(1)(p) by making repairs to an on-site sewage disposal system without a permit, and by missing required inspections of the system, as outlined in the citation issued by the Respondent Agency dated August 29, 2005.
Findings Of Fact The State of Florida, Department of Health and Duval County Health Department (Department) is an Agency of the State of Florida, charged with enforcing the statutory and regulatory provisions regarding septic tank and drain field installations and repairs, in Florida, in accordance with Section 381.0065, Florida Statutes, and Florida Administrative Code Rule Chapter 64E-6. The Petitioner is the qualifying registered septic tank contractor for All Florida Septic Tank Service, Inc. (All Florida). He holds registration number SR00011389. He has 15 years of experience in the field of septic tank system construction and repair. All repairs of on-site sewage treatment and disposal systems (septic systems), are required to be performed under the supervision and control of a registered septic tank contractor. Mr. David Adeeb is president of United Properties of North Florida, Inc. He owned property (a residence) at 375 North Cahoon Road, in Duval County Florida. He was informed by his tenants at that residence that the septic tank and drain field were malfunctioning and needed to be repaired or replaced, sometime in April 2004. He therefore contacted All Florida, asking them to inspect the septic system at that residence and advise what repairs might be needed. He was advised by some representative of All Florida that the drain field needed to be replaced and was quoted a price of $2,000.00. All Florida requested that payment be made before the work was performed. Since Mr. Adeeb was out-of-town at the time he asked his tenant to temporarily pay All Florida for the cost of the repairs and/or installation, which they agreed to do. All Florida then issued a contract/proposal to United Properties on April 12, 2004. It was signed by a representative of All Florida, Michael Carver. Mr. Carver was an employee of All Florida. The contract/proposal indicated that a 360 square foot drain field would be installed at 375 Cahoon Road, for a price of $2,000.00, to be paid in cash. The contract/proposal was on All Florida letterhead and included a warranty. Mr. Adeeb was told by his tenant that the Petitioner, who is personally known to that tenant, was on the property while the work was being performed. No one applied for a permit to make any repairs to the septic system and the work was completed without a permit being obtained. Some five months later the system began leaking sewage from the new drain field. It had malfunctioned. Mr. Adeeb therefore again called All Florida to demand that they repair any malfunctions pursuant to the warranty. All Florida informed Mr. Adeeb that a new drain field with a mounded system and pump was needed. When Mr. Adeeb told a representative of All Florida that they had just replaced the drain field in April of that year, he was told that another $2,000.00 would be required to correct the drain field problem. Mr. Adeeb had just recently entered into a contract to sell the property at 375 Cahoon Road so, time being of the essence in closing the sale of the property, he felt he had no choice but to ask All Florida to go ahead with the repair work on the system which All Florida had been asked by him to repair five months previously in April of 2004. After the new system was installed Mr. Adeeb found that a permit had never been obtained for the first drain field work which he had requested from All Florida and that All Florida had done the work incorrectly. Mr. Adeeb objected to paying another $2,000.00 for the second repair job, performed in approximately September of 2004 and after much discussion with All Florida's representatives agreed to pay $1,000.00 dollars for the second stint of repair work. He made the payment and he received a warranty from All Florida for one year, good through September 22, 2005. The warranty was signed by Mr. Wayne Joyner, operations manager for All Florida. Mr. Joyner is also the qualifying registered septic tank contractor for AA Septic Tank Service, Inc., apparently a second corporation domiciled at the same facility and address as All Florida Septic Service, Inc. In May of 2005 Mr. Adeeb was again contacted by the now former tenant who had purchased the property from Mr. Adeeb. He was thus informed that the system had failed again and sewage was leaking onto the surface of the property from the drain field. Mr. Adeeb again contacted All Florida on May 23, 2005. A representative of All Florida informed him that he should fax a copy of the paid receipt and the warranty to them and that they would take care of the problem. On June 20, 2005, the home owner again contacted Mr. Adeeb and told him that no one from All Florida had repaired the drain field as yet. A faxed copy of the paid receipt and warranty was requested once again by All Florida. After numerous phone calls with representatives of All Florida, Mr. Adeeb was told that the problem was not due to All Florida's repair work and that Mr. Adeeb would need to get someone else to repair the system. The Petitioner, James L. Smith, the registered qualifying septic tank contractor for All Florida, testified that Michael Carver had performed the initial repair job in April of 2004 for Mr. Adeeb without the knowledge of the Petitioner or All Florida. He claims that Michael Carver never worked for All Florida. He introduced into evidence a letter purported to be from Michael Carver which was dated September 30, 2005, but signed on October 5, 2005. That letter states that Mr. Carver performed the first drain field repair job without the knowledge of All Florida and that he had created the receipt form which was apparently given to either the tenants at the residence in question, or to Mr. Adeeb, on All Florida letterhead without the knowledge of any officer, employee, or representative of All Florida. That letter, however, was not authenticated because Mr. Carver was not present at the hearing and could not be examined concerning it, or the details of Mr. Carver's involvement with the initial repair project. Moreover, the Petitioner was unable to explain how Mr. Carver would have known about the job at all if he had never worked for All Florida. This is because Mr. Adeeb established that in obtaining all of the repair work during 2004-2005 he had only contacted representatives of All Florida. He had never had contact with Mr. Carver. The Petitioner denied ever telling counsel for the Department in a telephone conversation that Michael Carver had worked for him during the week (i.e. All Florida) but that he let Mr. Carver do "side jobs" on his own on weekends. He claimed that Mr. Carver did the job in question in April of 2004 because the tenants knew him personally and arranged for him to do the work. The testimony of Mr. Adeeb and the Department's evidence in the form of its composite exhibit, is accepted as more credible than the self-serving testimony of the Petitioner, and it is found that All Florida and the Petitioner were responsible for the repair jobs at issue in this case because Mr. Adeeb contracted with All Florida for the work in question. Even if the initial job was performed by Mr. Carver, it is determined that he did so as employee or agent of All Florida and the Petitioner. Under the authority cited herein the Petitioner was responsible, as the qualifying, registered septic system contractor for All Florida, with performance and supervision of the work in question.
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 Respondent Department finding that the violations charged have been established and that a fine of $2,500.00 dollars be imposed for the violations. DONE AND ENTERED this 30th day of March, 2006, 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 30th day of March, 2006. COPIES FURNISHED: James L. Smith 8300 West Beaver Street Jacksonville, Florida 32220 Catherine R. Berry, Esquire Department of Health 515 West Sixth Street Jacksonville, Florida 32206-4311 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
Findings Of Fact Respondent is a registered septic tank contractor. He is licensed locally to install septic tanks in Lee and Collier counties, where he has installed 250-450 septic tank systems in the past 15 years. He has been a septic-tank contractor for 25 years. He has a good record for performing septic-tank services. In November 1995, Respondent performed work for Charles Allen on Marco Island. The work consisted of drainfield repairs and a septic-tank pumpout. Respondent performed the drainfield repairs and pumped out the liquids from the tank, but failed to pump out the solids from the bottom of the tank. Unaware that the solids had not been removed, Mr. Allen paid Respondent the $1500 price on which they had agreed for all of the work. Three months later, Mr. Allen's septic tank backed up, dumping sewage in his home. This happened late at night, and Respondent was unable to come right over to repair the system. Mr. Allen thus contacted another contractor, who, for $205, pumped out at least eight inches of solids, which were causing the sewage to back up into the house. Since the repairs, Mr. Allen has had no other problems with his system. It is evident that Respondent failed to remove the solids in November, as three months are insufficient time for this kind of build-up and Mr. Allen's system has worked fine since the failure in February. In March 1996, Respondent performed repair work to a drainfield in Bonita Springs. Petitioner rejected the work for final approval on March 27, 1996. The grounds for rejection were that the drainfield was installed 4.8 inches too low, a large amount of the drainfield aggregate was sinking into the drainfield replacement material, and Respondent had added an extension onto the existing drainfield, rather than replace the entire drainfield, as the repair permit had required. Petitioner's inspector informed Respondent of the rejection on March On April 3, the inspector drove by the site and found that Respondent had covered the repaired system without having first called for a reinspection. Circumstances unknown to Respondent, the homeowner, and Petitioner at the time of initial permit rendered almost the entire plan for this repair job unfeasible. Among other factors was the fact that the drainfield was planned for a front yard, sandwiched between a driveway and a landscaped area. Also, Respondent discovered deficiencies in the original drainfield once he uncovered it. However, Respondent was not justified failing to call for a reinspection before covering the system. Respondent was irritated with Petitioner's representative for failing to come immediately to inspect the work, but this is no excuse for covering the repaired system with dirt prior to obtaining a reinspection. Shortly before the final hearing, Respondent dug up the system, installed an entirely new drainfield, and completed the repairs in a satisfactory fashion.
Recommendation It is RECOMMENDED that the Department of Health and Rehabilitative Service enter a final order imposing an administrative fine of $1000 against Respondent for a false payment statement and failure to call for reinspection prior to covering a system. ENTERED on October 10, 1996, in Tallahassee, Florida. ROBERT E. MEALE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings on October 10, 1996. COPIES FURNISHED: Susan Mastin Scott Senior Attorney Department of Health and Rehabilitative Services Post Office Box 60085 Fort Myers, Florida 33906 Attorney Michael F. Kayusa Post Office Box 6096 Fort Myers, Florida 33911 Richard Doran, General Counsel Department of Health and Rehabilitative Services 1317 Winewood Boulevard, Room 204 Tallahassee, Florida 32399-0700 Gregory D. Venz, Agency Clerk Department of Health and Rehabilitative Services 1317 Winewood Boulevard Building 2, Room 204X Tallahassee, Florida 32399-0700
The Issue The issue in this case is whether a variance for a reduced setback of four feet from Petitioner's well to a building pad treated with pesticide should be denied by the Department of Health.
Findings Of Fact Petitioner resides on property consisting of 7.5 acres at 3665 Darby Road, New Smyrna Beach, Volusia County, Florida. Since Petitioner receives no public utility service at his home, he has a septic system and potable drinking water well on his property. However, Petitioner's family does not drink the water from the well. The family purchases bottled water for drinking purposes. The well water is used for other household purposes, such as cleaning and bathing. There are other locations on Petitioner's property for a well. The evidence demonstrated that Petitioner has or had alternative locations for the well. Petitioner built a 1681 square foot barn utilizing an old concrete foundation from a previous barn. Petitioner's well is located in the southwest corner of the old barn's foundation and four feet from the new barn's foundation. The building plans for the barn, submitted to Volusia County, clearly indicated the location of Petitioner's well within four feet of the new barn's foundation. Even with this information Volusia County issued a building permit for the new barn. There were other locations for the barn on Petitioner's property which Petitioner would have utilized had he known of the setback requirements when he first permitted his barn. Volusia County required the new barn's foundation to be elevated. In order to elevate the sub-floor for the new barn's foundation, Petitioner placed a layer of visqueen on the sub- floor, or old concrete floor of the old barn, then added a layer of sand and poured concrete on top of the sand layer. The sand layer is encased in concrete. The concrete encasement does not necessarily prevent leaks from above given the porous nature of concrete. Additionally, the condition of the old barn floor, i.e. whether it has cracks, is not known. The Volusia County building code requires that the soil under a foundation be treated for termites. After Petitioner's contractor added the sand layer, he spread one four-pound bag of 90 percent Sevin dust, a common garden pesticide, on top of the sand. The application rate was within normal application rates for the barn area. The Sevin dust was not applied with any pressure to force penetration into the soil. More than seven days later the contractor poured the new concrete foundation on the pesticide-treated sand layer. The label on the Sevin dust package indicates that 10 percent Sevin dust may be applied to vegetables up to the day of harvest and in some instances 3 to 7 days before harvest, depending on the type of crop. However, the package does not indicate that a treated crop is edible for human consumption without first washing the crop or other processing of the crop. Therefore, a lack of danger from contamination has not been shown. Indeed, the evidence did not show that health would not be adversely affected by use of Petitioner's well given this major deviation from the setback requirements and the soil in the area. A Volusia County building inspector informed Petitioner's contractor that the close proximity of Petitioner's potable well to the area treated with pesticide was a violation of state health codes and could not be approved because the well did not meet the requirement of having a 25-foot separation from soil treated with pesticide. The contractor informed Steve Baur, a Department of Health employee, about the violation. The deviation of 21 feet from the 25-foot setback requirement is a major deviation. Petitioner applied to DOH for a variance to allow him to utilize his potable drinking water well. Petitioner's variance application was denied by the variance committee and Dr. Sharon Heber, Department of Health Environmental Health Director, for the following reasons: Section 64E-8.009(2), F.A.C., allows the granting of variances to 'prevent excessive hardship only in cases involving a minor deviation from established standards when the hardship was not intentionally caused by the applicant, where no reasonable alternative exists, and where proper use of the system will not adversely affect public health.' According to information supplied by the Volusia County Health Department, the treated slab is located 4 feet from the existing well. This is a major deviation from the established standards. The well completion report for the existing well indicates coarse shell starting at 10 feet and continuing down to 60 feet. This material provides no filtration and/or confinement for the pesticide.
Recommendation Based upon the findings of fact and conclusions of law, it is RECOMMENDED: That the Department of Health enter a final order denying Petitioner's request for a variance. DONE AND ENTERED this 14th day of June, 2000, in Tallahassee, Leon County, Florida. DIANE CLEAVINGER 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 14th day of June, 2000. COPIES FURNISHED: Charlene J. Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Edward N. Pollack 3665 Darby Road New Smyrna Beach, Florida 32168 Angela T. Hall, Agency Clerk Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 William Langue, General Counsel Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701 Dr. Robert G. Brooks, Secretary Department of Health Bin A00 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
The Issue The issue in this case is whether the Department of Environmental Protection (DEP) should issue a permit to Out of Bounds, Inc. (Out of Bounds, or applicant), to construct, operate, and close a construction and demolition debris disposal facility (C&D facility) in Hernando County.
Findings Of Fact On September 8, 2008, Out of Bounds applied to DEP for a permit to construct, operate, and close an unlined C&D facility on 26 acres located at 29251 Wildlife Lane, Brooksville, Hernando County, Florida, to be known as the Croom C&D Debris Landfill and Recycling Facility. There were four requests by DEP for additional information, which was provided, and the application was complete on September 3, 2009. In 1994, a previous owner of the property was issued a permit to construct, operate, and close an unlined C&D facility on the property. That owner did not proceed with construction, and the permit expired in 1999. The Out of Bounds application was for a new permit, not for the renewal of an existing permit. Robert McCune owns property adjacent to the proposed C&D facility. He and his wife reside on the property, keep horses in stables on the property, and use the property for horseback riding business, which includes hosting public horseback riding events. Hernando SSK was formed by David Belcher and one or more others to continue the business being operated by Paige Cool when she died during this proceeding. The business is conducted on ten acres of property Cool owned approximately one mile west of the proposed C&D facility. Belcher is one of two co-personal representatives of Cool’s estate. Belcher and his wife hold a mortgage on the property. When the estate is finalized, the Belchers plan to assign their mortgage to Hernando SSK. It is not clear who will own the property after the estate is finalized, or how Hernando SSK will be authorized to continue the business on the property. Western pleasure and trail-riding horses are boarded on the Cool property, which is known as At Home Acres. The business also has access to 20 adjoining acres to the east, which are used for grazing. Access to the horseback riding trails in the Withlacoochee State Forest is conveniently located just across Wildlife Lane from the property, to the north. A manager resides in a double-wide trailer on the property, and another trailer and a barn to the east of it are leased out. There is a potable water well on the property, which is the source of drinking water for the manager and lessees. Well Setback In the application process, Out of Bounds disclosed two potable water wells within 500 feet of the proposed landfill disposal area. The application provided that those wells would be converted to non-potable use. Out of Bounds did not disclose the existence of a third potable water well, on property owned by Daniel Knox, which is within 500 feet of the proposed landfill disposal area. When the Knox well was brought to the attention of DEP, Out of Bounds admitted that the well was permitted for potable use but took the position that it was not for potable use because it was not in use, was not connected to a source of electricity, and appeared to be abandoned. Daniel Knox and his brother, Robert Knox, had the Knox well dug and permitted in 1979 in anticipation of using it as the source of potable water for a residence to be built on the property for their parents and sister. The Knoxes have not yet built a residence on the property, but it still is their intention to do so and to use the well as the source of potable water. Since its construction, the well had been maintained and operated periodically using a gasoline-powered generator so that it will be ready for use when needed. During the application process, Out of Bounds also did not disclose the existence of a fourth potable water well within 500 feet of the proposed landfill disposal area on property once owned by Larry Fannin and now owned by his daughter and son-in- law, Robert McCune. The McCune well was permitted and installed in mid-2005 while the sale of the land from Fannin to the McCunes was pending. The intended purpose of the well was to provide potable water for the use of the McCunes when they started to reside on the property. Despite this intent, and unbeknownst to the McCunes, Fannin had the well permitted as an irrigation well. In mid-2008, the McCunes began to reside on their property. At first, they resided in a mobile home. They ran pipes from the well to the mobile home to provide drinking water. Eventually, later in 2008, they began construction of a residence on the property and ran pipes from the well to the house to provide drinking water to the house. The well was being used for drinking water before the Out of Bounds application was complete. (They also use water from the well from time to time for irrigation purposes--i.e., when they host horseback-riding events on weekends, they truck water from the well to their horseback-riding arena to apply to the ground to control dust.) Groundwater flows from the disposal area of the proposed landfill to the west and southwest. The Knox and McCune wells are down-gradient of the groundwater flow from the proposed disposal area. Out of Bounds represented at the hearing that it would accept a permit condition that no C&D debris, but only clean debris, would be disposed within 500 feet of the Knox and McCune wells. See Fla. Admin. Code R. 62-701.200(15)-(16) and (24). However, there was no evidence of new designs, plans, or operations that would be used to meet such a permit condition. Liner and Leachate Collection Existing unlined C&D facilities in the Southwest District report various parameters that exceed groundwater quality standards and criteria. These include arsenic, benzene, iron, aluminum, nitrate, ammonia, vinyl chloride, methylene chloride, 3- and 4-methyl phenols, sulfate, and total dissolved solids (TDS). Arsenic and benzene are primary (health-based) groundwater quality standards. The others are secondary standards that relate to taste, odor, and aesthetics. The likely source of the reported arsenic violations in the Southwest District is wood treated with chromate copper arsenate (CCA). See Fla. Admin. Code R. 62-701.200(11). Out of Bounds proposes to not accept CCA-treated wood and to use a trained “spotter” to exclude CCA-treated wood from the landfill. This is an appropriate measure to prevent arsenic violations, and is now required for C&D facilities. See Fla. Admin. Code R. 62-701.730(7)(d), (8), and (20). It was not clear from the evidence whether the C&D facilities in the Southwest District with arsenic violations accepted CCA-treated wood. Even if they did, the operational plan proposed by Out of Bounds to exclude CCA-treated wood and to use a trained spotter is not a guarantee that no CCA-treated wood will enter the landfill. A C&D facility would not be expected to dispose of material that would result in benzene contamination. The reported benzene violations suggest that unauthorized material contaminated with benzene nonetheless makes its way into C&D facilities in the Southwest District. The evidence was not clear whether a trained spotter was used at those facilities. Whether or not a spotter was used at those facilities, having a trained spotter would not guarantee that no benzene-contaminated material will enter the landfill proposed by Out of Bounds. Out of Bounds suggested that ammonia violations result from C&D facilities accepting yard trash. However, there was no evidence of a connection between acceptance of yard trash and ammonia violations. The operational plan proposed by Out of Bounds to “cover as you go” is the accepted best practice to control hydrogen sulfide odor, which comes from wet drywall. Out of Bounds suggested that its cover plan would prevent any sulfate violations, but there was no evidence to prove it. There was no evidence as to whether the C&D facility proposed by Out of Bounds would be substantially different from the other existing C&D facilities in DEP’s Southwest District. Absent such evidence, Out of Bounds did not provide reasonable assurances that its proposed facility would not cause groundwater quality violations. The site for the C&D facility proposed by Out of Bounds is internally drained. There are no surface waters onsite or within a mile of the site. There was no evidence of a surficial aquifer above the Floridan aquifer. Rainfall entering the Out of Bounds property migrates downward into the Floridan aquifer. Once in the aquifer, there is a horizontal component of groundwater water flow in a generally southwest direction, towards the Knox and McCune wells. Contaminated leachate from the proposed C&D facility would migrate with the groundwater. Out of Bounds suggests that a thick clay layer under the site of its proposed facility would prevent the downward migration of groundwater into the Floridan aquifer. There are several reasons why the clay layer does not provide the reasonable assurance of a liner that contamination from the proposed landfill would not reach the Floridan aquifer. Clay is much more permeable than a geomembrane meeting DEP’s specifications for use as a liner. The clay on the proposed site is on the order of at least a thousand times more permeable. (Out of Bounds appeared to confuse the permeability of such a geomembrane with the allowable permeability of the geosynthetic clay layer or compacted clay layer underlying the geomembrane. Cf. Fla. Admin. Code R. 62-701.730(4)(f).) In the application process, Out of Bounds relied on the clay layer for purposes of sinkhole prevention and mitigation, not for reasonable assurance that no liner was needed. The limestone formation underlying the site is highly variable, with numerous pinnacles; for that reason, the thickness of the clay layer also is highly variable, making it difficult to excavate the proposed landfill with complete assurance that the clay layer would not be penetrated. To provide reasonable assurance for purposes of sinkhole prevention and mitigation, Out of Bounds proposed to leave or create a clay layer at least six feet thick underlying the bottom of the proposed landfill. Because the site is in an area of high recharge to the Floridan aquifer and drains entirely internally, the clay layer alone does not provide reasonable assurance that there will be no downward migration of contaminated groundwater to the Floridan aquifer. Reasonable assurance requires a liner and leachate collection system.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP deny the application for a C&D facility made by Out of Bounds. DONE AND ENTERED this 8th day of December, 2011, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON 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 8th day of December, 2011. COPIES FURNISHED: Ronda L. Moore, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Stop 35 Tallahassee, Florida 32399-3000 John R. Thomas, Esquire Law Office of John R. Thomas, P.A. 233 Third Street North, Suite 101 St. Petersburg, Florida 33701-3818 Timothy W. Weber, Esquire Battaglia, Ross, Dicus & Wein, P.A. Post Office Box 41100 St. Petersburg, Florida 33743-1100 Herschel T. Vinyard, Jr., Secretary Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Stop 35 Tallahassee, Florida 32399-3000 Thomas Beason, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Stop 35 Tallahassee, Florida 32399-3000 Lea Crandall, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Stop 35 Tallahassee, Florida 32399-3000
Findings Of Fact Sapp is the owner of Lot 24, Tara Farms Subdivision, located at Doctor's Inlet, Clay County, Florida. Sapp's request for septic tank permit was denied by HRS in its letter of November 28, 1978, for the following reasons: Soils of unsatisfactory quality beginning at ground level and con- tinuing to entire depth of soil log. Impervious soils as identified under the "Unified Soil Classification System" as inorganic clays of high plasticity, fat clays, inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Percolation test rate exceeds fifteen (15) minutes per inch run-off. History of septic tank failures in this subdivision. In its letter, HRS contends that the foregoing reasons for denial constitute a failure to meet the requirements of Chapter 10D-6, Florida Administrative Code, standards for individual sewage disposal facilities. Understanding that the soil was unacceptable in its natural condition, Sapp employed a consulting engineer, Mr. H. C. Stone, to design a plan that would conform to state regulations. Mr. Stone recommended that a 40' X 70' X 3' compacted free-draining sand fill be employed to provide an adequate filter bed for the septic tank. Mr. Stone further recommended that the drain field consist of not less than 300 feet of drain pipe (perforated or open joint) installed in the middle of the fill area. Stone further recommended that the laundry facilities be discharged through a separate 225 gallon tank with a separate drain field consisting of 75 feet of drain tile and a 15' x 40' X 3' compacted free draining sand fill. The depth of the water table during the wettest season of the year from the surface is 20 inches. Installation of the sandfill to a depth of 3 feet would create soils of satisfactory quality and characteristics from the surface to the water table at the wettest season of the year and would eliminate objectionable impervious soils from the system. The percolation test rate for the natural soils exceeds 15 minutes per inch run-off, but the proposed drain field would have a percolation rate of only 1.2 minutes per inch. While evidence of septic tank systems failures in the same subdivision was introduced, none of the examples of failure occurred in systems with the same specifications as those proposed by Sapp for use on his property. Of the three examples given, all contained a significantly lesser depth of free- draining sand fill.
Findings Of Fact Respondent is registered with Petitioner for performing septic tank contracting services. In early 1991, Mr. Dennis Scott purchased a single family residence at 19169 Acorn Road in Ft. Myers. He purchased it as a rental property. About a year later, he began having problems with the septic tank system. He had the tank pumped out, but the problem returned a short time later. Mr. Scott told his maintenance man to contract with someone to fix the septic tank system. The maintenance man contacted Respondent. They agreed that Respondent would repair the system for $925. The record is silent as to specifically what the maintenance man told Respondent or what he told the maintenance man. In any event, Respondent and Mr. Scott did not converse. Respondent enlarged the existing drainfield, although the record does not indicate that he did so because he was asked to do so by the maintenance man or because Respondent thought that this repair would fix the problem. On May 28, 1992, Respondent and a team of employees appeared at the Acorn Road address to repair the septic tank system. Respondent left the site shortly after the men began work. Mr. Scott had nothing to do with the hiring of Respondent or even with paying him. Because Mr. Scott was unavailable, a friend wrote Respondent a check when the job was finished, and Mr. Scott later repaid the friend. On August 25, 1992, the system backed up again. Mr. Scott was not alarmed because of recent heavy rains. When the system backed up again a month later, Mr. Scott called Respondent, but could not get a call returned at first. Eventually, someone at Respondent's business said that he would come out and take a look at the system. In early December, 1992, the system backed up again and no one had come out to look at it from Respondent's business. At the request of Mr. Scott, another contractor visited the site and, on December 14, 1992, dug up the drainfield. The original drainfield had been installed improperly so as to run slightly uphill. This caused the system to operate inefficiently, although hydraulic pressure was evidently strong enough to draw the sewage through the drainfield. The record is unclear whether the extension installed by Respondent also ran uphill or whether Respondent improperly designed the extension. Mr. Scott and the second contractor testified that the extension ran uphill. However, one of Petitioner's inspectors inspected the drainfield addition before it was covered and certified that it was acceptable, which meant that it did not run uphill. The source of conflicting evidence, inasmuch as it comes from an employee of Petitioner, undermines Petitioner's case. The record is equally deficient to hold Respondent liable for poor design of the Acorn Road drainfield. There is no indication of what Mr. Scott wanted or, more importantly, what the maintenance man told Respondent. In any event, the evidence does not establish that Respondent installed an uphill drainfield. In early 1994, a house was listed for sale at 817 Gleason Parkway in Cape Coral. The listing agent informed the agent who had found a prospective buyer that there might be a problem with the septic tank system. The agent called Respondent's business and asked for a preclosing inspection of the septic tank system. The parties postponed the closing until the inspection could be completed and any necessary funds reserved to fix the system. The drainfield for the septic tank system at 817 Gleason Parkway was elevated due to the relatively high water table in the area. Even so, the system was poorly designed because the drainfield was too low and too small, based upon applicable requirements of law at the time of the original construction of the system and its renovation five years ago. Respondent was familiar with the system. He had reconstructed the system in 1990, although he did not redesign the new system, and had maintained the system since. He was aware that the tank had an automatic alarm that sounded when the fluid level became too high. In fact, Respondent conducted a cursory inspection due to his reliance on the automatic alarm in the tank, the imminent availability of centralized sewer service in the area, and possibly his unwillingness to disappoint a real estate agent by jeopardizing a pending sale. Among other omissions was his failure to probe the drainfield to determine its condition. Had Respondent conducted a competent inspection, he would have found that the stones in the drainfield were greasy, indicative of a failing system. Much of the time sewage water stagnated beside the drainfield mound. If pooled water were not present at the time of his inspection, the tall dollarweed growing on the mound should have alerted him to the prevailing damp conditions. Additionally, Respondent should have noticed lawnmower tracks through the typically soaked areas around the drainfield, as well as the thick grass that was uncut due to the soaked ground under it. Although water may not have been erupting from the drainfield mound at the time of Respondent's inspection, a reasonably close examination of the area would have revealed a small hole where sewage had erupted in the recent past from the mound. Instead, Respondent certified on April 4, 1994, that the "septic tank was in good working order." Respondent had been contacted to inspect the septic tank system, including the drainfield. Respondent was aware of the scope of his assignment, and his certification implied that the entire system was in good working order. Within two weeks after Respondent's certification, the system failed completely. Petitioner ordered the new owner to incur substantial expenses to repair the onsite system until he could tie into centralized sewer services.
Recommendation It is hereby RECOMMENDED that the Department of Health and Rehabilitative Services enter a final order imposing against Respondent a $500 administrative fine and suspending his license for 90 days. ENTERED on March 30, 1995, in Tallahassee, Florida. ROBERT E. MEALE 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 on March 30, 1995. APPENDIX Rulings on Petitioner's Proposed Findings 1-2: adopted or adopted in substance. 3: rejected as recitation of evidence and subordinate. 4-5: adopted or adopted in substance. 6-15: rejected as recitation of evidence and subordinate. 16: adopted or adopted in substance. 17-19: adopted or adopted in substance. 20: rejected as unsupported by the appropriate weight of the evidence. Rulings on Respondent's Proposed Findings 1-2: adopted or adopted in substance. 3-4: rejected as unsupported by the appropriate weight of the evidence, recitation of evidence, and subordinate. 5: rejected as irrelevant. 6: rejected as unsupported by the appropriate weight of the evidence, recitation of evidence, and subordinate. 7-9: rejected as subordinate and irrelevant. 10: rejected as irrelevant. The rule speaks of harm to any "person," not to a customer or other person in privity with the contractor. 11: rejected as unsupported by the appropriate weight of the evidence. 12: adopted or adopted in substance, but Petitioner's indirect responsibility does not excuse Respondent's grossly incompetent inspection of the system. 13-14: adopted or adopted in substance. 15: rejected as unnecessary. 16-17: rejected as subordinate. COPIES FURNISHED: Susan Mastin Scott, Senior Attorney Department of Health and Rehabilitative Services P.O. Box 60085 Ft. Myers, FL 33906 Thomas B. Hart Humphrey & Knott, P.A. P.O. Box 2449 Ft. Myers, FL 33902-2449 Kim Tucker, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Robert L. Powell Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, FL 32399-0700
The Issue The issue to be resolved in this proceeding concerns whether the Petitioner violated the provisions of Chapter 381, Florida Statutes, and Chapter 64E-6, Florida Administrative Code, referenced herein, by allegedly illegally connecting a second dwelling to an existing, approved septic system.
Findings Of Fact On January 17, 2002, the Petitioner was given a written Notice of Violation and advised that an illegal sewer connection from a new or second mobile home on her property to her existing sewer system, serving her primary residence would have to be disconnected. It was an illegal second connection on a single, permitted sanitary sewer system. The second home was not occupied and could not be legally occupied until the proper sewer connection and relevant permitting was obtained. On January 30, 2002, the inspector again visited the premises and determined the illegal connection to still exist and the Petitioner was then advised that the illegal connection would have to be disconnected. On February 28, 2002, the inspector returned and found that the illegal connection had been restored to the existing system. He observed a person hurriedly disconnect the system as he approached. The relevant pipe joint had been left un-glued so that it could be readily connected or disconnected. He again notified the Petitioner, in person, that the illegal connection would have to be disconnected. The Respondent cited the Petitioner for the illegally connected sewer system and seeks to impose a $500.00 fine. The Petitioner elected to formally dispute the position of the Respondent agency and pursued a formal hearing to contest the allegations. The Petitioner failed to actually appear at hearing and contest the evidence adduced by the Respondent agency. That evidence is credible and is accepted as unrefuted and supportive of the above Findings of Fact.
Recommendation RECOMMENDED that a final order be entered by the State of Florida Department of Health denying the Petition of Shirley Davis in its entirety and that a final order be entered imposing a $500.00, fine for the violations described in the above Findings of Fact and Conclusions of Law. DONE AND ENTERED this 16th day of September, 2002, in Tallahassee, Leon County, Florida. 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 16th day of September, 2002. COPIES FURNISHED: Shirley Davis 140 West Putnam Grove Road Oak Hill, Florida 32759 John D. Lacko, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 William W. Large, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701
