The Issue The issues, as framed by the Administrative Complaint, are twofold: Whether Respondent committed gross negligence, incompetence, or misconduct which caused monetary harm to a customer, in violation of Florida Administrative Code Rule 64E-6.022(1)(l)2; and Whether Respondent practiced fraud or deceit by making a misleading or untrue representation to a home purchaser, or the home purchaser's agents, incident to a loan application, in violation of Florida Administrative Code Rule 64E-6.022(1)(k).
Findings Of Fact Petitioner, Department of Health, is an agency of the State of Florida as defined in Section 120.52, Florida Statutes. Petitioner's actions in this matter are governed in part by Chapters 381 and 489, Florida Statutes, as well as Florida Administrative Code Chapter 64E-6. Respondent, at all times material to this matter, was licensed by Petitioner under Part III of Chapter 489, Florida Statutes, entitled, "Septic Tank Contracting." Respondent is subject to the regulatory jurisdiction of Petitioner, having been issued Registration Number SR0931141 to engage in septic tank contracting, and Certificate of Authorization Number SA0890161 to do business as Superior Septic and Sewer, Inc. Petitioner seeks to impose revocation of Respondent's License and Certificate of Authorization for violations of Florida Administrative Code Rule 64E-6.022(1)(l)2. and (1)(k), with aggravation pursuant to Rule 64E-6.022(2). Air Force Captain Timothy Billings made an offer that was accepted to purchase a home located at 1938 Quail Run, Lynn Haven, Florida, prior to September 12, 2008. Captain Billings worked with a realtor, Bonnie Milstead, and arranged the various steps required to secure a Veterans Administration loan with the seller's realtors, Ben and John Harrell. A septic tank inspection and certification was one of the loan requirements. On behalf of Captain Billings, Ms. Milstead arranged to have Respondent's company inspect and certify the septic tank at 1938 Quail Run at a price of $250. The price included the pumping of the tank for $225 and a $25 charge for the certification. Captain Billing paid the $250 charge at the closing on the purchase of the home. John E. McDaniel is the licensed septic tank contractor for Superior Septic and Sewer, Inc., and is the qualifying contractor for a Certificate of Authorization to do business as Superior Septic and Sewer, Inc. On September 15, 2008, one of Respondent's employees, Phillip Fetner, went to 1938 Quail Run where he was met by Ben and John Harrell, realtors for seller of the home. Mr. Fetner was there to inspect only the septic tank, not being equipped or trained to inspect the entire system and drainfield. Mr. Fetner opened the tank after cutting through roots that had grown into it. He noted a large amount of roots in the tank that was also seen by the realtor, Ben Harrell. In spite of the roots, Realtor John Harrell instructed Mr. Fetner to "go ahead and pump the tank," which he did. He told John Harrell there were still a lot of roots in the tank. Mr. McDaniel discussed with John Harrell an additional charge of $400 to remove the roots from the tank. Mr. Harrell did not order the additional work. Mr. McDaniel believed that enough roots had been removed from the tank by Mr. Fetner for a certification to be issued, but Mr. Fetner did not confirm this. Debbie Bass, a clerical staff member of Respondent, completed the certification form prior to the inspection being complete. This was her custom so that she could stay ahead of the work load. The form was left in the inbox to be signed by Mr. McDaniel. Ms. Bass did not falsify any records nor had she ever been asked to do so in her four-and-a-half years with Respondent. The certification form was signed by Mr. McDaniel without the additional root work having been done by his company. The mortgage lender relied upon the certification to make the loan to Captain Billings. Mr. McDaniel did not directly inform Captain Billings or his realtor, Ms. Milstead, that the septic tank was full of roots. He believed that the root situation had been disclosed since the seller's realtors, the Harrells, had been on-site at the time of the inspection. Captain Billings testified that had he been fully aware of the root situation, he would have probably walked away from the deal because he did not want to have to deal with problems in the future. Mr. McDaniel allows his wife, Lisa McDaniel, to sign his name in his capacity as a licensed septic tank contractor. Lisa McDaniel actually signed the certification on the 1938 Quail Run property. Respondent's position is that the certification was sent out by mistake because the root removal work had not been performed on the tank. Mr. McDaniel does not dispute the fact that the certification form was prepared and signed. Captain Billings experienced problems with the septic tank system of his newly purchased home at 1938 Quail Run. In March 2009, he discovered the septic tank and system were full of roots and not functioning when Roto-Rooter, owned and operated by Glenn Salyer, removed the manhole access for a pump out and saw the massive roots. After learning from his realtor that Respondent had been hired to inspect the septic tank, Captain Billings contacted Mr. McDaniel, who refused to do anything about the situation. Even after the filing of the Administrative Complaint, Mr. McDaniel refused to remedy the situation. Glenn Salyer of Roto-Rooter, a licensed master septic tank contractor and master plumber, would not have certified the septic tank at 1938 Quail Run in its September 15, 2008, condition. Lyle Ake, another licensed septic tank contractor, would not have certified the septic tank at 1938 Quail Run in its September 15, 2008, condition. The septic tank should not have been certified in its September 15, 2008, condition. Roots intruding into the septic tank indicate it is not watertight. However, a system having roots can perform properly without incident for many years. When the entire system was inspected by Mr. Salyer, it was non-functional and needed replacement. Roto-Rooter replaced the septic tank system, consisting of a new septic tank and drainfield, at 1938 Quail Run on October 12, 2009. Captain Billings paid $4,500 for the replacement system. According to David Hammonds, an expert on the rules and functioning of septic tank systems, the system was being inspected and evaluated pursuant to Florida Administrative Code Rule 64E-6.001(5), the Procedure for Voluntary Inspection and Assessment of Existing Systems. The Rule provides specific items to be inspected unless the requesting party, in writing, states that specific items are not to be inspected. Mr. Hammonds testified that after his review of the exhibits and the site, he concluded that the septic tank system at 1938 Quail Run was "a failing system." Mr. Hammonds concluded that the pump-out procedure could have been completed once enough roots were removed to get the pump into the tank. Mr. Hammonds noted that the roots had been in the tank for a very long time, maybe years. Roots in the tank can lead to many problems. Roots affect capacity; they damage the tank itself, leading to cracks and leaks; and can lead to the leaking of sewage around the tank cover and seams. Mr. Hammonds noted that the high fluid level in the tank, almost up to the lid, is an indication of the entire system not working properly. The reporting requirements in the Voluntary Assessment Rule do not require the use of a particular inspection form. The Rule does specify what must be inspected and reported. Respondent accurately listed the features of the tank on the certification form: the tank was 1,050 gallons; the tank had neither a baffle nor a filter; and the tank was structurally sound. Mr. McDaniel believes this matter is all the result of an office error and that he should not be held responsible. Mr. McDaniel has a history of disciplinary matters with Petitioner. He has been cited for 18 violations in six cases as well as a non-disciplinary letter of concern. On September 13, 1996, he was fined $50 for inspecting a system without a permit. On September 13, 1996, he was fined $100 for two repairs to a system without a permit and for violating water table separation and setback from a potable well. DOAH Case No. 99-2474 resulted in a Final Order imposing an administrative fine of $3,300 for the removal of tank filters after final inspection by department personnel. Judge P. Michael Ruff found in that case that Respondent's actions "show a clear intent to mislead regulatory authorities." DOAH Case No. 04-1636 was settled by stipulation and resulted in a letter of warning with amelioration of a new drainfield installed by Respondent for an original drainfield that was improperly installed. On December 2, 2005, Respondent was issued a Letter of Warning for improper disposal of sewage. DOAH Case No. 07-1651 resulted in jurisdiction in the matter being relinquished to Petitioner based upon Respondent's non-appearance at the final hearing. The result was a fine of $500 for submitting a repair permit application with an incorrect site plan not showing a shed and a fence positioned over and in an existing drainfield. A Letter of Concern was issued July 23, 2007, to Respondent for improperly reporting a larger than actual capacity of a septic tank. A Letter of Concern is not a formal discipline under Florida Administrative Code Rule 64E-6.022, but demonstrates substandard performance by a licensee. Mr. McDaniel believes that other septic tank contractors have received lighter treatment for their offenses than he has. Bob Glenn, Petitioner's Environmental Manager for the Bureau of Onsite Management Program, gave some credence to Respondent's perception.
Recommendation Based upon the Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be issued by the Department of Health suspending Respondent for six months; suspending Respondent's Septic Tank Contractor Registration Number SR0931141 and Certificate of Authorization Number SA0890161 to do business as Superior Septic and Sewer, Inc.; and imposing a fine in the amount of $1,000.00, on Respondent. DONE AND ENTERED this 25th day of February, 2010, in Tallahassee, Leon County, Florida. S ROBERT S. COHEN 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 25th day of February, 2010. COPIES FURNISHED: Rodney Marcum Johnson, Esquire Department of Health 1295 West Fairfield Drive Pensacola, Florida 32501 John E. McDaniel Superior Septic and Sewer, Inc. 7315 Highway 231 North Panama City, Florida 32404 Dr. Ana M. Viamonte Ros, Secretary State Surgeon General Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701 Josefina M. Tamayo, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701
The Issue Whether Petitioner's application for a septic tank permit application should be granted?
Findings Of Fact On July 29, 1987, Petitioner applied for a septic tank permit for a proposed individual sewage disposal system to serve a single family residence on Lot 40, Block P, Killearn Lakes Unit I (Unit 1), in Leon County, Florida. A septic tank system consists of a tank and a drainfield which is wholly or partly underground. The decision of whether to grant a septic tank system permit is greatly influenced by the elevation of the wet season water table in the area where the septic tank system will be located. Under normal circumstances, the elevation of the wet season water table can be determined by taking a boring of the ground in question using an auger. If water is found at the time the boring is conducted, that is an indication of where the water table is located. If no water is found, the elevation of the wet season water table can be determined by examining the soil removed from the ground for signs of mottling. Mottling is the discoloration of the soil caused by the interaction of water with the minerals in the soil. The process of mottling takes place over hundreds of years. Therefore, a rapid change in conditions may cause the elevation of the wet season water table to be different than what would be indicated by mottling. Because of the development of Unit I and the drainage method used in Unit I (sheetflow), the elevation of the wet season water table in Unit I is estimated to be between 12 and 20 inches higher than what is indicated by mottling. On July 7, 1987, a boring was taken on an indeterminate area on Lot 40, by Certified Testing, Inc., a private engineering firm. The evaluation of the boring resulted in mottling being present at a depth of 60 inches. On August 3, 1987, Ms. Teresa A. Hegg, an Environmental Health Specialist with HRS, took two borings on Lot 40. The first boring was taken in an area other than where the septic tank system's drainfield would be located. This boring resulted in mottling being present at a depth of 45 inches. The second boring was taken in the area where the septic tank system's drainfield would be located. This boring resulted in mottling being present at a depth of 22 inches. Based on the boring taken at the proposed site for the septic tank system, showing mottling at 22 inches, and the estimate that the wet season water table in Unit I is from 12 to 20 inches higher than mottling would indicate, the estimated wet season water table for Lot 40 is between 2 to 10 inches below the ground surface. Unit I has a history of septic tank system failures. Unit I was platted prior to January 1, 1972. There exists a very high probability that any septic tank system, even a mound system, installed in Lot P-40 will fail.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent issue a final order denying Petitioner's application for a septic tank permit. DONE and ENTERED this 28th day of July, 1988, in Tallahassee, Florida. JOSE A. DIEZ-ARGUELLES Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of July, 1988. APPENDIX TO RECOMMENDED ORDER, CASE NO. 87-4085 The Respondent has submitted proposed findings of fact which are addressed below. Paragraph numbers in the Recommended Order are referred to as "RO ." The Respondent's Proposed Findings of Fact Proposed Finding Paragraph Number in Recommended Order of Fact Number of Acceptance or Reason for Rejection First phrase accepted. Remainder of paragraph supported by competent evidence but unnecessary to the decision reached. First two sentences accepted. Third sentence supported by competent evidence but unnecessary to the decision reached. Accepted. Accepted. 5,6,7,8,9,10 Supported by competent evidence but unnecessary to the decision reached. Accepted. Accepted. 13,14 Supported by competent evidence but unnecessary to the decision reached. 15. First sentence accepted. Second sentence rejected; the wet season water table on Lot P-40 is from 2-10 inches below grade. Third sentence accepted. COPIES FURNISHED: Salvatore A. Carpino, Jr., Esquire One Urban Centre, Suite 750 4830 West Kennedy Boulevard Tampa, Florida 33609 John R. Perry, Esquire Assistant District II Legal Counsel Department of Health and Rehabilitative Services 2639 North Monore Street Suite 200-A Tallahassee, Florida 32303 Sam Power, Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Gregory L. Coler, Secretary Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 John Miller, Acting General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue The issue addressed in this proceeding is whether Respondent should be fined for violating provisions of Chapters 381, 386 and 489, Florida Statutes, governing septic tank installation and licensure.
Findings Of Fact On August 3, 1989, and again in March, 1992, Respondent was hired by Janet Thompson to perform septic tank work on her septic tank system located at her home at 3168 Pins Lane, Gulf Breeze, Santa Rosa County, Florida. Her system was backing up into her house. Ms. Thompson contacted Mr. Burkett through his advertisement for Working Man Septic Tank in the Southern Bell Yellow Pages. Mr. Burkett recommended that a new drainline or finger be added to her septic system. Mr. Burkett did put in a new finger. However, the new finger was incorrectly installed, in that the drainline exceeded the maximum allowable width and did not have the minimum depth of aggregate in violation of the Rules of the Department regarding the installation of drainlines for septic tank systems. Mr. Burkett's work seemed to solve Ms. Thompson's backup problem. However, a few months later her septic tank system began backing up again. Ms. Thompson again called Mr. Burkett to come and fix the problem. Mr. Burkett recommended another drainline in an "L" shaped configuration. Mr. Burkett installed the new finger. However, he again installed the line incorrectly and violated the Department's Rules, in that the drainline exceeded the maximum allowable width and did not have the minimum depth of aggregate. Ms. Thompson's septic tank problem was corrected for a few months and then began backing up once more. Ms. Thompson called another contractor who finally solved the problem by properly installing an extensive drainline system by building the low area of the drainfield and utilizing three truckloads of aggregate. In May, 1990, William Davenport hired Respondent to do some preventive installation of a new drainfield to the septic tank system located at his home at 6220 East Bay Boulevard, Gulf Breeze, Santa Rosa County, Florida. Mr. Burkett only performed part of the work for which he was hired. The work Respondent did perform was incorrect and violated the Department's Rules regarding the installation of drainfields and lines for septic tank systems. Specifically, the work performed by Respondent was incorrect in that the drainfield exceeded the maximum allowable width, no barrier of building paper or other suitable material was installed to protect the infiltration bed and the aggregate did not meet the minimum depth required. Rules 10D-6.056(4)(a), (d) and (e), Florida Administrative Code. Finally, throughout the time period of the repair work on the Thompson and Davenport properties Respondent was not registered or licensed by the Department to perform such services and was advertising to provide such services under the name "Working Man Septic Tank Co." in the Southern Bell Yellow Pages. Both the lack of a registration and the advertisement of an unlicensed business violate the Rules of the Department. Rule 10D-6.075(4)(a), Florida Administrative Code.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law it is, accordingly, RECOMMENDED, that the Department impose on Respondent a fine of $2,000.00. DONE and ORDERED this 9th day of November, 1994, in Tallahassee, Florida. COPIES FURNISHED: Frank C. Bozeman, III Asst. District Legal Counsel D H R S 160 Governmental Center Pensacola, FL 32501 Kenneth P. Walsh Attorney at Law P. O. Box 1208 Shalimar, FL 32505 Robert L. Powell, Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Building One, Room 407 Tallahassee, FL 32399-0700 Kim Tucker General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Building One, Room 407 Tallahassee, FL 32399-0700 DIANNE CLEAVINGER Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 9th day of November, 1994.
Findings Of Fact Petitioner Robert R. Waszak, a resident of Broward County, Florida, purchased Lot 258-A, a 1.25-acre lot in an unrecorded subdivision, Pinetree Estates Subdivision, in Parkland, Broward County, Florida. He cleared the property of a major portion of the sawgrass, pine trees, willows and other types of vegetation and placed thereon fill consisting of sand, rock, shell and other porous material. He obtained a test boring report from Nutting Engineers of Florida, Inc. (Petitioner's Exhibit 2). On December 16, 1980 he filed an application for a septic tank permit on a form provided by the Broward County Health Department together with residential plans and a survey of the property, which application was subsequently denied on January 15, 1981 by the environmental engineering section of the health department. Respondent made an on-site inspection of the Petitioner's lot on December 18, 1980 and at least one other inspection subsequent thereto. A report was filed as part of the notification of denial (Respondent's Exhibit 1). The uncompacted fill placed on the subject property by Petitioner created a mound considerably less than six (6) feet in depth on the obviously low, swampy property. Under the fill and the layer of top soil on the lot there is a layer of cap rock overlying the property. The largely impervious cap rock is visible in areas where the fill does not cover it (Respondent's Exhibit 1). Samples of the fill material and also of the cap rock were examined at the hearing by the Hearing Officer. The fill placed on the property has many rock fragments and rock fines in it which, according to the uncontroverted testimony of the Respondent's witness, are subject to chemical reaction which "cements up" a drainfield area when it comes in contact with septic tank effluent. This "cementing" would take from one to two (2) years after installation on the subject property. There was no evidence presented as to the depth of the water table at the wettest season. Petitioner did not dispute the testimony and evidence presented by the Respondent but was interested in further improvement so that he could use his property as a residential site. He noted that a new subdivision was being built near his property. Respondent pointed out that said subdivision had a central disposal system planned.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law the Hearing Officer recommends that the application of Petitioner Robert R. Waszak for a septic tank permit be denied. DONE and ORDERED this 29th day of June, 1981, in Tallahassee, Leon County, Florida. DELPHENE C. STRICKLAND, 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 29th day of June, 1981. COPIES FURNISHED: Mr. Robert R. Waszak 60 NW 56th Court Fort Lauderdale, Florida 33302 Alan W. Ludwig, Esquire Broward County Health Department 2421 SW Sixth Avenue Post Office Box 14608 Fort Lauderdale, Florida 33302 Alvin J. Taylor, Secretary Department of HRS 1323 Winewood Boulevard Tallahassee, Florida 32301
The Issue Whether or not Respondent failed to reasonably honor a warranty relating to the installation and repair of a septic tank system.
Findings Of Fact Petitioner, the Department of Health and Rehabilitative Services, is the regulatory agency which regulates the installation and prescribed standards for on-site sewage disposal systems. Respondent, Alan Billings d/b/a Billing's Liquid Waste Removal, is a Florida entity registered and authorized by Petitioner to provide septic tank contracting services. On or about February 12, 1992, Respondent performed a septic tank repair at a two bedroom residential home located at 13904 Summers Avenue, in Hudson, Pasco County, Florida. Respondent's repairs consisted of adding 100 square foot of drainfield to the existing system, three yards of rock, cover paper, pipe, and a distributor box. Respondent provided the repairs as he agreed to on or about February 11, 1992. Installation of the additional drainfield by Respondent was proper and based on the size of the home (a two bedroom house), it was adequate for the building's normal requirement. Petitioner's expert, Van Kampen, testified without contradiction that the septic tank system repairs by Respondent were proper and was attached to an existing system which further added to the capacity of the system. The added capacity was far in excess of the particular purpose required for the home if used by a family of four. Based on the size of the home in which Respondent made the repairs, the maximum water usage anticipated would have been 4500 gallons of water per month. Documentary evidence introduced herein indicates that during the months in question, the average water usage at the subject home exceeded 11,000 gallons per month. The unexpected usage caused a "hydraulic overload" of the system, and was not within Respondent's expectations when he repaired it. Van Kampen related that the family that resided in the home consisted of seven (7) members. Respondent was unaware of that fact nor was he apprised of this fact until subsequent to the repairs when the system failed due to a hydraulic overload. Respondent did not offer a warranty to cover the "hydraulic overload" which is at issue herein.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that: Petitioner enter a final order dismissing the administrative complaint filed herein. DONE AND ENTERED this 4th day of February, 1994, in Tallahassee, Leon County, Florida. JAMES E. BRADWELL 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 4th day of February, 1994. COPIES FURNISHED: Robert Powell, Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Kim Tucker, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Ron Smith, Esquire 12360 66th Street North Largo, Florida 34643 Shirley K. Hart, Esquire HRS District V Legal Office 11351 Ulmerton Road, Suite 407 Largo, Florida 34648-1630
The Issue Whether Respondent is guilty of creating, keeping, or maintaining a nuisance injurious to health in violation of Section 386.041(1)(b), Florida Statutes, as set forth in the Citation for Violation, dated August 19, 1996.
Findings Of Fact Petitioner, Department of Health, the successor agency to the Department of Health and Rehabilitative Services, is the state agency charged with the responsibility of investigating and correcting sanitary nuisances in this state. The Respondent, Hyacinth D. Wynter, now known as Hyacinth D. Wallace, has owned a private residence and kennels located at 2323 Tuscawilla Road, Winter Springs, Florida, from 1996 to the present. On or about June 19, 1996, the Seminole County Public Health Unit received a complaint of a possible sanitary nuisance existing on the Respondent’s property. On June 21, 1996, an inspection of Respondent’s property revealed that the property contained a large home with a septic tank and drain field in the front yard and another in the back yard. A kennel for small animals and an apartment was also located in the rear of the property. The septic tank and drain field in the rear of the property was located in a low spot which was subject to the accumulation of surface water runoff from the kennel and during periods of above-average rainfall. Observation revealed standing water in the back yard. The water showed discoloration and had a pungent odor. However, no solid waste was visible. Subsequent tests for sewage contamination was inconclusive. This observation indicated the drain field had failed. Respondent was given a Sanitary Nuisance form letter which recommended that the septic tank be pumped, the ground disinfected and the drainfield be repaired within ten days. Respondent contacted two septic tank companies in late June and received estimates on pumping the septic tank and on the repair and improvement of the septic system. Respondent retained one of the companies to pump the septic tank. The septic tank company was unable to complete the job prior to Petitioner’s reinspection on July 2, 1997, because of above normal rainfall and the inability to get its truck into the Respondent’s back yard. Petitioner reinspected Respondent’s property on July 2, 1997 and observed the same conditions as was observed on June 21, 1997. A three day extension was granted to Respondent, in order for the tank to be pumped. On July 3, 1997, Orlando Septic Tank Service, Inc. pumped the septic tank and disinfected the area. It also advised Respondent that the drainfield had failed and would need to be replaced. On July 8, 1997, Respondent inspected the area again and observed the same conditions as on the prior inspections. An Official Notice to Abate a Sanitary Nuisance and a Notice of Intended Action was issued by Respondent on July 11, 1997. It was served on Respondent, by posting and by certified mail, on July 12, 1997. Respondent was directed to abate the nuisance within 7 days of the notice or an administrative fine would be imposed. Respondent began to disinfect the area with lime on a daily basis, until the drainfield was repaired. The low area with the standing water was bordered off with visible construction type ribbon and visitors coming to the premises were advised to stay clear of the area. Respondent authorized Orlando Septic Tank Service to submit a permit application to replace the drainfield in accordance with the specifications approved by the Petitioner. The application was submitted on July 17, 1996. The permit was issued on July 24, 1996. On July 25, 1997, Respondent received a proposal from Orlando Septic Service to install an elevated drainfield on the site for the sum of $4,288.50. Respondent was not able to financially afford to authorize this work without obtaining financing for the project. When financing was obtained, Respondent accepted the proposal and then authorized the work on August 8, 1996. Due to other obligations, Orlando Septic was not able to give a proposed starting date for the project until August 26, 1996. On August 13, 1996, Petitioner inspected the Respondent’s property again and observed the same conditions as on previous inspections. Petitioner was informed of the projected starting date for repair of the drainfield, however, a Citation for Violation was issued on August 16, 1996 calling for corrective actions to abate the condition by 4:00 p.m. August 19, 1996. On August 27, 1996, the septic tank was pumped again. Orlando Septic Service was scheduled to begin work on the repair of the drainfield on August 26, 1996. On that same date, the company called Respondent and informed her that they were delayed on another job and could not begin repair of Respondent’s drainfield until sometime in September. Respondent immediately called another company and gave them the contract. The repair was completed on September 10, 1996. The evidence was insufficient to establish that a sanitary nuisance existed on Respondent’s property on August 16, 1996.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED as follows: The Respondent, Hyacinth D. Wynter, be found not guilty of violations Sections 386.041(b), Florida Statutes. The Notice of Intended Action be revoked. DONE and ENTERED this 30th day of May, 1997, in Tallahassee, Florida. DANIEL M. KILBRIDE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 30th day of May, 1997. COPIES FURNISHED: Sonia Nieves Burton, Esquire Department of Health 400 West Robinson Street Orlando, Florida 32801 Michael D. Jones, Esquire Atrium II Building 301 West State Road 434, Suite 317 Winter Springs, Florida 32708 Catherine H. Berry Legal Office Duval County Health Department 515 West 6th Street Jacksonville, Florida 32206-4397 Gregory D. Venz, Agency Clerk Department of Children & Families Building 2 Room 204 1317 Winewood Boulevard Tallahassee, Florida 32399-0700 Pete Peterson, Esquire 1317 Winewood Boulevard Building 6 Room 102-E Tallahassee, Florida 32399-0700
The Issue The issue in this case is whether the Department of Health properly denied Petitioner’s application for a master septic tank contractors (MSTC) registration.
Findings Of Fact The Department of Health is the agency responsible for the registration of septic tank contractors, the authorization of septic tank companies, and the enforcement of the statutes of rules pertaining to the registration and authorization of septic tank contractors and companies pursuant to Chapters 381 and 489, Part 3, Florida Statutes and Chapter 10D-6, Florida Administrative Code. The registration as a master septic tank contractor was recently enacted by the Legislature. Master septic tank contractor is held to a higher standard of scrutiny by the Department because a MSTC can perform certain functions in the field without Department of Health supervision. Further, a MSTC can advertise his special certification to the public. Gregory Thompson, Petitioner, applied to the Department of Health to be registered as a MSTC. At the time of his application, Petitioner was registered with the Florida Department of State as the president of Rayco Properties, Inc. At the time the cases against the corporation referenced above were brought, the Petitioner was the president of Rayco; however, the requested contractor who was the company’s qualifier was Donald P. Roberts, who was the sole qualifier for the company. See paragraphs 2 and 3 of the Recommended Order in Case Numbers 95-5973 and 96-0573 Final Order issued 2/28/97. At the time of the Petitioner’s application for MSTC, Rayco had been found guilty of several septic tank contracting violations and an enforcement action was taken by the Department against Rayco and Donald R. Roberts. See DOAH Case Numbers 95-5973 and 96-0573. Pursuant to the Final Order, penalties were assessed against Rayco including a fine of four thousand four hundred fifty dollars ($4,450.00) and suspension of the corporation's Certificate of Authorization for one hundred-twenty (120) days. At the time of the application by the Petitioner, neither of these penalties had been resolved. The previous action was against Rayco and its qualifier, Donald R. Robert. As the Administrative Law Judge concluded in paragraph 82 of her order, “Revocation of the company’s authorization would effect the livelihood of numerous company principals and employees not directly involved in any of the proven violations.” The Department denied the Petitioner’s application for MSTC for three (3) reasons. The Petitioner’s corporation had been adjudicated guilty of minor or moderate infractions pertaining to on site sewage treatment and disposal systems (See paragraph 82 of the Recommended Order in Case Numbers 95-5973 and 96-0573), a copy of which is attached as Appendix 1. There was an outstanding fined assessed against Rayco Properties and the one hundred-twenty (120) day suspension of Rayco had not been resolved as required by the Florida Administrative Code. At the time of the formal hearing, the fine had been paid and the corporation had served and completed the one hundred-twenty (120) days' suspension.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is RECOMMENDED: That the Department grant the request for certification by the Petitioner for master septic tank contractor. DONE AND ENTERED this 3rd day of November, 1997, 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 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of November, 1997. COPIES FURNISHED: Gregory B. Thompson Post Office Box 251307 Holly Hill, Florida 32135 Charlene Petersen, Esquire Volusia County Health Department 420 Fentress Boulevard Daytona Beach, Florida 32114 Angela T. Hall, Agency Clerk Department of Health Building 6 1317 Winewood Boulevard Tallahassee, Florida 32399-0700 Dr. James Howell, Secretary Department of Health Building 6, Room 306 1317 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue Whether Petitioner may be granted a variance from Rule 64E-6.001(4), Florida Administrative Code, pursuant to Section 381.0065(4)(h)1., Florida Statutes.
Findings Of Fact Tony and Alma Moreno are owners of the building and premises located at 8250 Scenic Highway, Pensacola. They own the real property at that location all the way to road frontage right-of-way at Scenic Highway. The building had been in continuous existence in the same location for twenty or more years before Petitioner became connected with it. During that period of time, except for short hiatuses, either the Morenos or their lessees operated it as a licensed bar, most often under the name, "The Lighthouse Tavern." Sewage lines exist in the right-of-way at Scenic Highway, within 400 feet of the premises. The tavern is equipped with a septic tank. There has never been any history of septic problems on the tavern premises. The Lighthouse Tavern has always been a neighborhood bar of limited success. Martin MacAndrews has been putting amusement games in the tavern since 1978. He testified that during those twenty-two years, the average number of patrons has been eight to 14. Jim McDaniel has sold paper products to successive lessees since the 1970's. He has seen an average of 10 patrons during the day and up to 20 patrons at night. Charles Barcia, a more recent patron, has observed a maximum of nine patrons in the tavern. Denise Powell (nee´ Williams) leased the premises from August 7, 1998, until approximately September 28, 1998, during which time she operated the Lighthouse Tavern. She had approximately ten customers per day, used plastic barware, and had no septic problems. During the month or so she operated the tavern, she did not have the septic tank pumped. Ms. Powell's lease with the Morenos was not due to expire until July 31, 1999. However, on or about September 28, 1998, Hurricane Georges damaged the Lighthouse Tavern and wreaked destruction on Pensacola and much of the Florida Panhandle. The area was declared both a state and federal "disaster area." Ms. Powell immediately notified the Morenos, and they cancelled the lease by mutual agreement, because the premises were uninhabitable due to substantial water damage. Ms. Powell testified that but for Hurricane Georges, she would have continuously operated the Lighthouse Tavern under the terms of her lease from the Morenos. As it was, she abandoned the lease and the property. The Morenos made no repairs to the building. No commercial activity, as a tavern or otherwise, occurred on the subject property from September 28, 1998, through May 1, 2000, approximately a year-and-a-half. City water service to the property was terminated from October 12, 1998 until April 7, 2000. On April 5, 2000, Petitioner, a widowed mother, applied to Escambia County for an occupational license to run a tavern at that location. On or about April 7, 2000, Petitioner negotiated a new lease with the Morenos. It involved rate and terms favorable to Petitioner in exchange for her substantial investment (approximately $35,000, as of the date of hearing) in renovating the Lighthouse Tavern. Among other renovations to the property, Petitioner has replaced the tavern's back wall and outside deck, added two pool tables, coolers, two complete bathrooms, a three compartment sink, and a handwash sink. Very few of the fixtures, etc. are removable, let alone subject to resale. A five-year lease, Exhibit P-2, was executed on May 1, 2000. It limits Petitioner's use of the property to use as a tavern, so she cannot get her renovation money back by converting to another business. Paragraph 21 of the lease, purporting to be a lease/purchase option, has not been filled- out, so Petitioner's option to purchase the property is potentially unenforceable. Current Florida Administrative Code rules require septic tanks to have a minimum capacity of 1050 gallons, a filter, and a baffle. A baffle is a device to keep water and waste from going into the drainfields. On May 15, 2000, Ensley Septic Tank Service, operated by Agnes and Joe Nelson, pumped, inspected, and certified the existing septic tank as structurally sound. However, the existing septic tank is twenty years old and provides only 750 gallons. It is not baffled and does not have a filter. Its two drainfields are 75 feet and 69 feet, respectively, from the waterfront, whereas by Escambia County Ordinance, the current setback requirement is 100 feet. On May 25, 2000, the Department denied Petitioner a permit to utilize the existing septic tank, based on the contents of her application, which stated that the tavern occupancy would be 75 seats. Departmental analysis showed that 75 patrons would result in 1,000 gallons per day usage. The existing septic tank does not have that capacity. Before the execution of the lease, Petitioner made no inquiries of Respondent Agency. Likewise, no one told her before the execution of the lease that she would not be able to utilize the existing septic tank or use the premises for a tavern. Rather, Petitioner relied on her own interpretation of an Escambia County Ordinance providing additional time to meet County regulations for reopening a business (or nonconforming use) after closing the business due to Acts of God, and on the fact that Denise Powell's lease, by its terms, did not expire until July 31, 1999. When she was denied a permit to use the existing system, Petitioner applied for a variance for 75 patrons. Petitioner also filed a second application for variance and requested 24 patron occupancy. Petitioner went before the Department's Variance Review Board, which recommended granting the variance with the provisos offered by Petitioner. However, on July 18, 2000, the Department denied the requested variance, stating that the information provided by Petitioner failed to show that no reasonable alternative exists for the treatment of the sewage or that the discharge from the septic tank will not significantly degrade the groundwater or surface waters. The Department offered to permit the tavern to operate either with a connection to the existing sewer system or with a septic tank that meets the current requirements of the Florida Administrative Code. At hearing, Petitioner established that the tavern's water bills from 1996 to 1998 show a use of only 430 to 588 gallons of water per month. This amount reflects the low number of 10-20 patrons per day during that period of time (See Finding of Fact 4), but it also is only approximately three- quarters of the capacity of the existing septic tank. At hearing, Petitioner offered the following cumulative provisos to reduce water flow to the system: limit tavern hours to 11:00 a.m. to 2:00 a.m. (15 hours) daily; use plastic or paper cups; not serve food or mixed drinks; restrict beverages to beer and wine; and limit occupancy to 24 patrons. She offered to pump the existing septic tank more frequently and provide "port-a-potties," as needed. Petitioner anticipates using 24 seats inside, plus picnic tables on the deck. She offered to eliminate the outside seating. The deck constitutes one-quarter of the 900 square feet of the establishment. She will upgrade the septic system as her income from operating the tavern recoups her investment. She will close-up and terminate her lease if she cannot bring the premises "up to Code," that is, to meet the current Florida Administrative Code requirements for septic tanks and/or sewer connections, in one year's time. She has no objection to such provisos being attached to a variance, if one is granted. At hearing, certified septic tank engineers, Agnes Nelson and Joe Nelson, testified that the existing 750-gallon septic tank should handle 24 patrons and the water use would be further limited by using plastic or paper drink containers. In Mr. Nelson's opinion, since he found no salt water from the Bay or water table inversion in the tank when he inspected it, and since the drainfield slopes away from the building, the only way salt water would enter the existing septic tank is if it got above ground. Agnes Nelson conceded that high tide could fill the tank up. If, for any reason, the drainfields were not working, then the current septic tank would not work. However, because the building is between the beach and the drainfields; because, in her opinion, 24 patrons probably could not fit inside the building; and because there was so little solid waste in the tank when it was pumped, Ms. Nelson doubted that the tide and the drainfields would create a problem, even in ordinary rainy weather. Unfortunately, in rendering her opinion, Ms. Nelson did not consider the seating capacity of the tavern's deck or the effect on the surface waters of Escambia Bay of operating the tavern with the existing system. As of the date of hearing, the Morenos were in agreement with all of Petitioner's efforts to obtain a variance. They also will allow her to bring the premises "up to Code," if she can. The Department's current opposition to granting a variance with the provisos offered by Petitioner is based in part on immaterial disputes between the parties over who signed the original application for variance and who filled in the number of seats as 75. The Department also is mistrustful of Petitioner because her second variance application stated the building constituted 1,200 square feet. Because the Department and Petitioner now agree that the premises comprise 900 square feet, the error in the second application is also irrelevant. The Department's current opposition to granting the variance with the foregoing provisos volunteered by Petitioner is at least in part due to the on-site audit, wherein Departmental staff determined that the premises, including the outside deck, actually could accommodate 60-75 living, but not necessarily seated, patrons. The Department sees this as an impediment to occupancy being limited to 24 patrons, in practice. Human nature is such that if a bar has a large, outside deck in a tropical climate, it will probably have more patrons then those sitting in the 24 "seats" provided. While this concern might be speculative in other realms, in dealing with possible contaminants to groundwater or to the surface waters of Escambia Bay, it is a legitimate, if uncodified, concern. Joseph Scott Hale, Environmental Health Supervisor I, made the following suggestions which do not require a variance. Petitioner could connect her premises to the existing sewer at the 75-person occupancy limit; or could install a septic tank or tanks and drainfield(s) in accordance with Departmental rules for a 47-person occupancy limit; or could install a much more modest tank and drainfield system for a 24-person occupancy limit. Petitioner has received written bids to accomplish such alternatives in the following ranges. (1) Installation of the necessary plumbing and pumps to connect to an accessible sewer line is available at a cost of $27,628 to $28,450, although these costs could be inflated to more than $40,000 by adding a grinder station and by charges from CSX railroad for access across its right-of-way to the existing sewer lines; and (2) Installation of one or more septic tanks and drainfield systems in accordance with current rules and in a size for an occupancy capacity of 47 is available for a price ranging from $28,032 to $29,465. Neither of these options is currently feasible for Petitioner, because she has spent her savings on the completed renovations and has only $1,000 +/-, on deposit at this time. She has no current income. Without a contract to purchase the tavern property, she does not believe she can obtain financing. She is not eligible for an upgrade grant from the State because the tavern is commercial property. Petitioner feels that it would be necessary for her to run the tavern at a profit for a year at a minimum capacity of 24 seats in order to be able to pay for either of the foregoing possibilities. She cannot get an alcoholic beverage license without the variance. Petitioner is satisfied that if she cannot make a go of the tavern within one year, she can rescind the lease. The Morenos were silent on this issue. It is not necessary to interpret the lease on this score in order to resolve this case. Respondent construes part of Mr. and Mrs. Nelson's testimony as providing a third, cost-effective, and reasonable alternative for Petitioner in the form of a septic tank and drainfield which could be installed according to current Code with an occupancy capacity of 24 patrons at an approximate cost of $3,600 to $4,000. This oral estimate was testified to by Mrs. Nelson, who, although a certified septic tank inspector, does not actually do installing of septic tanks. She conceded that dollar figure was purely a guess and based on one elevated tank of 1050 gallons with a baffle. Mr. Nelson, who does the actual installing, estimated that more than one tank, a mount system, and a pump or two might be necessary, at additional cost. His thinking is in line with the components of the other written estimates Petitioner has received. Accordingly, it is found that the estimate that Ensley Septic Tank Service can bring the existing system up to Code at a cost of $3,600 to $4,000 to Petitioner is speculative and not a reasonable alternative. As is common, expert opinions were mixed on the danger, if any, to the groundwater and surface waters which would be occasioned by Petitioner operating the tavern under her foregoing proposed provisos without upgrading the current septic system. Petitioner's expert in civil engineering and degradation of groundwater did soil borings on the premises and hit no groundwater at 15 inches, even after two weeks of significant rain. However, his experience with soil analysis from "mottling" was limited, and accordingly, his opinion that water in the ground will never or rarely rise above 15 inches, so as to endanger groundwater or surface waters was not persuasive. Instead, I accept the greater weight of the evidence as a whole in order to make the following findings of fact. The top of the drainfields are located 12 to 22 inches below grade and occupy a one foot area, 24-34 inches below grade. The seasonal high water table is 15 inches below grade. The drainfields operate within the groundwater table. Current rules require drainfields to have a separation from the bottom of the drainfield to the top of the seasonal high water table so as to provide space for aerobic biological action. When a drainfield operates within the water table, no opportunity exists for aerobic biological action. Anaerobic biological action is not effective in killing viruses and other pathogens. Viruses can travel in soil from a drainfield to surface water at a rate of 100 feet in eight hours. Mr. Hale, (see Finding of Fact 30), who was accepted as an expert in groundwater table determination, has an impressive list of credentials, and among other qualifications, is State-certified in OSTDSs. He has personally witnessed water rising to the level of the leechfield in this location. Mr. Hale also took borings, but not in the leechfield. Even though standing water was not found until 32 inches below grade, the soil was saturated at 15 inches, which is the seasonal high water table and mean high water mark of Escambia Bay at Petitioner's waterfront. The usual groundwater high water table in this location is 24 inches below natural grade, and the temporary water table rises and falls, as affected by Escambia Bay tides and by rainfall. Another concern is that the leechfields average only 15 inches below grade, and soil "capillary action" or water "wicking" through the soil can result in contamination of the groundwater if they become saturated. The close proximity of the property to Escambia Bay presents the potential for pollution of surface waters. Mr. Hale reported that the tavern location is not subject to frequent flooding. However, it can, and probably will, flood, as before, during a hurricane. Mr. Hale testified further that but for the length of the cessation of business as a result of the hurricane (more than one year), the tavern could have continued to operate with eight seats and no danger to the groundwater. In his opinion, the existing system, unaltered, can handle waste disposal for only eight patrons. A 47-seat occupancy is the maximum allowable for a 1,000 gallon flow. Even though 24 seats would not be expected to exceed 1,000 gallons a day, 24 seats would not be accommodated by the existing system's 750 gallon tank, drainfields, leechfields, and insufficient set back footage. Mr. Hale reluctantly conceded that 22 seats might be "feasible," with all proposed provisos in place, plus the substitution of low flow toilets, but that solution would not be his best recommendation nor acceptable to the Department. According to Dr. Malcomb Shields, who was accepted as an expert microbiologist in the field of migration of pollutants from drainfields to surface waters, Escambia Bay is already above its threshold in dangerous nutrients. Dr. Shields further opined, with impressive scientific detail, that narrowing the zone in the drainfield, as on the Lighthouse Tavern property, makes the drainfields susceptible to more pathogens. In his opinion, the offered provisos would have absolutely no effect on the existing septic tank and system efficiency except to limit water and waste into the septic tank itself. Dr. Shields conceded that a variance granted upon the terms requested would not, by itself, cause significant degradation of water quality. However, he felt that perpetual use of the variance, even with the foregoing provisos, would, combined with all other factors present, contribute to surface water degradation, which is the test under the rule. Dr. Shields did not feel that a variance absolutely limited to one year's duration would have the same effect.
Recommendation Based upon the findings of fact and conclusions of law, it is RECOMMENDED: That the Department of Health enter a final order which: Permits Petitioner to operate her tavern either with a connection to the existing sewer system or with installation of a septic tank and drainfield system in accordance with the current Florida Administrative Code rules for an occupancy capacity of 24 patrons; and alternatively Grants Petitioner a 12-month variance to utilize the existing tank and drainfield system upon the following terms: Petitioner shall obtain and maintain an annual OSTDS operating permit allowing inspection at will by the Department; Petitioner shall maintain an annual contract with a licensed septic tank contractor to inspect and service the existing OSTDS at least once per month, or more frequently as necessary; Upon notification by the septic tank contractor of any problem with the OSTDS, Petitioner shall provide port-a- potties sufficient for 22 patrons; During the 12 months the variance is in place, Petitioner shall provide a port-a-potty on any occasion of rain over eight hours' duration. Petitioner shall not open for business until low- flow toilets are substituted; Petitioner shall operate the premises as a tavern for no more than 12 months, during which 12 months Petitioner shall take all necessary steps to bring the system up to Code or to connect to the sewer line; During the 12 months the variance is in place, Petitioner shall limit hours of operation to 15 hours daily; eliminate all deck seating; provide no more than 22 seats inside; use only paper or plastic ware; serve no food or mixed drinks; and actively limit occupancy to 22 patrons at any one time; and At the end of the 12 months, the system shall be in compliance or the tavern shall be closed and remain closed until compliance is achieved. DONE AND ENTERED this 12th day of February, 2001, in Tallahassee, Leon County, Florida. ELLA JANE P. DAVIS 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 12th day of February, 2001. COPIES FURNISHED: Steven E. Melei, Esquire 3603 Mobile Highway Pensacola, Florida 32505 Rodney Johnson, Esquire Department of Health 1295 West Fairfield Drive Pensacola, Florida 32501 Theodore M. Henderson, Esquire Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Dr. Robert G. Brooks, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701
The Issue Whether an administrative fine should be imposed against the Respondent pursuant to Section 381.112, Florida Statutes, under the facts and circumstances of this case.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: At all times material to this proceeding, ASI, a corporation, was a manufacturer of fiberglass septic tanks in Sebring, Florida. At all times material to this proceeding, ASI was on the state of Florida list of approved septic tank manufacturers. For a septic tank manufacturer to be put on the state of Florida list of approved septic tank manufacturers, the manufacturer must convince the Department that it will manufacture septic tanks in accordance with the standards and specifications set forth in Rule 10D-6.054 (General Standards for Treatment Receptacles) and Rule 10D-6.055 (Construction Materials for Treatment Receptacles), Florida Administrative Code. A 1050 gallon fiberglass septic tank was installed at 3727 Thunderbird Hill Circle, Sebring, Florida by Dan Young, a licensed septic tank contractor. Final inspection in accordance with Rule 10D-6.043(2), Florida Administrative Code was made by the Department of this septic tank installation, and the installation was approved on May 24, 1984. However, during the Final Inspection the tank was partially covered with only the top of the tank visible which limited the amount of light available for a visual inspection for thin spots by Dixon. Young does not specifically remember this particular fiberglass septic tank as being manufactured by ASI because he did not remember being on the job and present when this particular tank was installed, and he did not check this particular tank to determine the manufacturer. However, it was Young's recollection that all of the fiberglass septic tanks used in Thunderbird Hill Village I, where this particular tank was installed, were purchased and picked up from ASI. Likewise, neither Edward Dixon, who made the final inspection and approved the installation of this tank and who inspected the tank after the complaint was filed, nor James Fisher, who inspected the tank after the complaint was filed, specifically looked for, and do not recollect seeing any information on the tank that identified the manufacturer or the date of manufacture. Neither Young nor Dixon checked the tank in question for thickness even though there was an opportunity to do so, and did not notice any readily visible thin spots in the tank during the installation or final inspection. Young's reason for not checking the thickness of the tank was that it was purchased from an approved manufacturer, and he assumed it was made to specifications. Dixon's reasons for not checking the tank for thickness was that it was not one of the standard checks in the final inspection for approval, and since the tank was partially covered it would have required drilling a plug in the tank which was impractical. On September 12, 1989 a complaint was filed with the Department alleging that the septic tank at 3727 Thunderbird Hill Circle had "caved inwards" and was cracked. The complaint alleged a wall thickness of approximately 0.140-0.160 inch. On or about September 14, 1989, the Department, in response to the complaint, had inspector Dixon visit the site. Dixon drilled and removed a plug approximately one inch in diameter from the tank and carried the plug to Fisher at the Department's office in Sebring, Florida. While at the site, Dixon measured the tank's wall thickness around the drilled plug site with a micrometer. The wall thickness measured between 0.140 and 0.150 inch in this area. Fisher measured the plug at three different locations with a micrometer. The measured thickness of the plug was 0.147, and 0.157 and 0.162. The micrometer used by Fisher had been checked for accuracy, and found to be accurate within 0.0002 inch. There was no evidence that the plug was taken from the area of the tank that had "caved-in", only that Dixon had randomly selected an area on the top of the tank from which he took the plug. Although no one saw any heavy equipment run over this particular tank, there was evidence that other tanks in this area had been run over after installation which required them to be repaired. Also, Fisher testified that upon viewing the tank that it appeared to have been impacted by a heavy weight causing it to be crushed or "bowed-in". There was no evidence to show that the tank had been cracked. There was insufficient evidence to show that the "caving-in" was the result of the tank being below specifications on wall thickness. There was testimony that heat, light and certain caustic material placed in the tank may have some effect on a fiberglass tank, but there was no substantial competent evidence to show how the tank may be effected or if it was affected. ASI was notified of the complaint on October 10, 1989, and requested to correct the alleged deficiency or an administrative would be imposed. The alleged deficiency was not corrected, and an administrative complaint was served on ASI on November 15, 1990. As of the date of the formal hearing, ASI had not corrected the alleged deficiency. This particular fiberglass septic tank is still in service, and no effluent was leaking from this tank and running to the surface of the ground. The tank does not constitute a health hazard. ASI had previously repaired fiberglass septic tanks during installation where it was shown that an isolated area of the septic tank wall was below the thickness specifications. However, the Department had not previously cited ASI for any violation of the thickness specification for walls in septic tanks manufactured by ASI. The Department has inspected the ASI facility on at least an annual basis for compliance with the Sanitary Code of Florida, and has always found ASI to be in substantial compliance with the code, notwithstanding certain derogatory remarks on at least three occasions. Other than a visual inspection for thin spots, the Department does not check for compliance with the wall thickness specifications for fiberglass septic tanks in its annual or other inspections of the manufacturing plant or at the final inspection and approval of an onsite sewage disposal system.
Recommendation Having considered the foregoing findings of fact and conclusions of law, the mitigating factors provided in Section 381.112(2), Florida Statutes, and the Department's responsibility under these circumstances, it is, recommended that the Department enter a Final Order finding ASI guilty of violating Rule 10D-6.055(1)(b), Florida Administrative Code, and assessing an administrative fine in the amount of $200.00 pursuant to Section 381.112(1), Florida Statutes. DONE and ENTERED this 7th day of August, 1991, in Tallahassee, Florida. _ WILLIAM R. CAVE 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 7th day of August, 1991. APPENDIX The following contributes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in this case. Rulings on Proposed Findings of Fact Submitted by the Petitioner 1.-2. Adopted in Findings of Fact 1 and 3, respectively, as modified. 3. Adopted in Findings of Fact 3, 5, and 15, as modified. 4.-9. Adopted in Findings of Fact 6, 7, 7, 8, 12, and 12, respectively, as modified. Rejected but see Finding of Fact 10. Adopted in Finding of Fact 11. Not material or relevant but see Finding of Fact 8. Rulings on Proposed Findings of Fact Submitted by Respondent Adopted in Finding of Fact 3, as modified. The second sentence adopted in Findings of Fact 3 and 4, as modified. The balance of paragraph 2 is legal argument and not a Finding of Fact. Not a Finding of Fact but a statement of the contents of a rule or conclusion of law. Covered in Preliminary Statement. 5.-6. Adopted in Finding of Fact 3, as modified. 7.-8. More of a legal argument or conclusion of law than a Finding of Fact. 9.-10. Not material or relevant but see Finding of Fact 5. 11.-13. Adopted in Finding of Fact 5, as modified. 14. Rejected. The Department made a prima facie showing that the tank installed was manufactured by ASI since it was purchased and picked up from ASI by Young. Therefore, the burden shifted to ASI to prove these facts. ASI failed in that regard. 15.-17. Not material or relevant, but see Finding of Fact 10. Adopted in Finding of Fact 10, as modified. Adopted in Findings of Fact 6 and 10, as modified. Adopted in Finding of Fact 13, as modified. Not material or relevant. Paragraph 22 is argument as to the credibility of Fisher's testimony, and not a Finding of Fact. Not material or relevant. 24.-25. Adopted in Finding of Fact 15, as modified. 26.-27. Not material or relevant. 28. Adopted in Finding of Fact 15, as modified. 29.-33. Either legal argument or Conclusion of Law and not Findings of Fact. 34. Adopted in Finding of Fact 14, as modified. 35.-38. Either legal argument or Conclusion of Law and not Findings of Fact. COPIES FURNISHED: Raymond R. Deckert, Esquire Health Program Attorney, District VI 4000 West Dr. Martin Luther King Jr. Blvd. Tampa, FL 33614 James F. McCollum, Esquire 129 South Commerce Avenue Sebring, FL 33870 John Slye, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, FL 32399-0700 R. S. Power, Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, FL 32399-0700
