The Issue Whether Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code, are an invalid exercise of delegated legislative authority on the ground that these three rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996).
Findings Of Fact Petitioner applied for septic tank contractor registration in July 1996. On September 6, 1996, the Respondent issued its intent to deny his application on the grounds that he failed to meet the required qualifications listed in Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code. Rule 10D-6.072(3)(d) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if a previous registration issued by the Respondent has been revoked within the last 5 years. Rule 10D-6.072(3)(e) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has a disciplinary case pending with the Respondent involving septic tank contracting. Rule 10D-6.072(3)(f) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting. Petitioner filed a request for a hearing, in which he alleged Rules 10D-6.072(3)(d), (e), and (f) constitute an invalid exercise of delegated legislative authority in that these rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996). Rules 10D-6.072(3)(d), (e), and (f) formally took effect on January 3, 1995. There is no material failure to comply with the procedural requirements of Chapter 120, Florida Statutes, in the promulgation of these rules. 9. Sections 154.06, 381.0011, 381.006, 381.0065, 489.553, and 489.557, Florida Statutes, grant the Respondent specific authority to adopt rules implementing the statutes. Petitioner does not dispute the Respondent’s rulemaking authority. Rules 10D-6.072(3)(d), (e), and (f) implement sections 154.01, 381.001, 381.0011, 381.0012, 381.0025, 381.006, 381.0061, 381.0065, 381.00655, 381.0066, 381.0067, Part I of Chapter 386, and Part III of Chapter 489, Florida Statutes. Part III of Chapter 489, Florida Statutes (Supp. 1996), is the chapter governing septic tank contractor registration. Chapter 10D-6, Florida Administrative Code, are the rules pertaining to Standards for Onsite Sewage Treatment and Disposal Systems, which include septic tank systems. A person who becomes a registered septic tank contractor has the authority to install, maintain, repair, and perform site evaluations for repairs of onsite sewage treatment and disposal systems. There are an estimated 1.4 million septic systems in use in Florida. The onsite sewage treatment program impacts public health in that it prevents and corrects sanitary nuisances; prevents pollution to groundwater, which is the primary drinking water source in the state; prevents pollution to surface water; and eliminates risks to public health from exposure to improperly treated human waste. Untreated or improperly treated human waste contains many significant disease-causing organisms injurious to human health. A “sanitary nuisance” is the “commission of any act, . . . or the keeping, maintaining, propagation, existence, or permission of anything, . . . by which the health or life of an individual, or the health or lives of individuals, may be threatened or impaired, or by which or through which, directly or indirectly, disease may be caused.” Section 386.01, Florida Statutes (1995). “Improperly built or maintained septic tanks” and “untreated or improperly treated human waste” constitute “prima facie evidence of maintaining a nuisance injurious to health.” Section 386.041(1), Florida Statutes (1995). The training, regulation, and registration of septic tank contractors, who install and repair such systems, is directly related to public health. An improperly installed or repaired system may result in untreated human waste or raw sewage either surfacing on the ground, backing up in the owner’s house/business, contaminating groundwater, and contaminating nearby surface water. The Respondent regularly receives complaints from citizens detailing installation problems, including complaints regarding improper workmanship, the premature failure of their septic tank system resulting in sewage on the ground around their house, and the contractor’s failure to honor his/her warranty. The impetus behind regulating contractors came primarily from the industry itself (i.e., the Florida Septic Tank Association). The qualification outlined in Rule 10D-6.072(3)(d), which provides that an applicant is not qualified to become a registered septic tank contractor if the Respondent has revoked his prior septic tank registration within the last 5 years, protects the public from sanitary nuisances caused by the improper installation and repair of septic tank systems. This qualification is, moreover, an indicator of an applicant’s “good moral character.” The qualification outlined in Rule 10D-6.072(3)(e), which provides that an applicant is not qualified to become a registered septic tank contractor if the applicant has a disciplinary case pending with the Respondent involving septic tank contracting, fits into what the septic tank contracting program under chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who have demonstrated they are not complying with the rules or statutes. The qualification outlined in Rule 10D-6.072(3)(f), which provides that an applicant is not qualified to become a registered septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting, fits into what the septic tank contracting program under Chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who are not law abiding and do not follow the standards. “Good moral character” is not defined in Chapter 489, Florida Statutes. Each of the three qualifications established by Rules 10D-6.072(3)(d), (e), and (f) make specific or interpret an individual’s good moral character. The Department’s statutory authority for Rule 10D- 6.072(3)(d), Rule 10D-6.072(3)(e), and Rule 10D-6.072(3)(f) comes from: (a) section 489.553(2), which requires the Department to “provide qualifications for applicants;” (b) section 489.553(4)(a), which says the applicant “must be of good moral character’” (c) section 489.558(2), which says the Department may deny registration if it determines the applicant “has violated any provision of this part [Part III of Chapter 489];” and (d) section 489.556, which authorizes the Department to suspend and revoke licenses. The Joint Administrative Procedures Committee (JAPC) has neither filed an objection nor voted on an objection to the three rules at issue in this case. Although a staff member of JAPC, in response to Petitioner’s complaint, recently made a preliminary inquiry into the validity of these rules, the committee did not adopt the staff member’s recommendation.
Findings Of Fact Franklin T. and Barbara Snow acquired the NE corner of the S-1/2 of the SE-1/4 of Government Lot 3 in Section 14, Township 19 South, Range 16 East near Ozello in Citrus County. This property was acquired by Petitioner at a public sale by the U.S. Government who had acquired the property in a tax delinquency proceeding. Petitioner purchased the property to use as a homesite for a doublewide prefabricated home he desired to place on the property. Before a building permit will be issued by Citrus County, Petitioner is required to have access to water and to sewage disposal facilities. No central sewage treatment facility serves this area and other developed lots in the vicinity use septic tanks. Petitioner's application for a septic tank permit was denied by the Citrus County Health Department because there was an insufficient buffer zone between the proposed drain field and surface water. Section 381.272, Florida Statutes, provides onsite sewage disposal systems shall be placed no closer than 75 feet from surface waters. Because the lot owned .by Petitioner was platted prior to 1972, the minimum setback for this property is 50 feet from surface waters. Petitioner appealed to the Review Group for Individual Sewage Disposal, DHRS, for a waiver from this setback requirement. By letter dated March 9, 1984, Petitioner was advised that his request for variance was denied. Following discussions with Citrus County Health Department officials who issue septic tank permits, on May 11, 1984, Petitioner applied to DER for a dredge and fill permit to place some 750 cubic yards of fill into a wetland area on Petitioner's property to provide a sufficient buffer or setback zone for a proposed septic tank and drain field installation. The subject property is located at the northeast corner of a marsh approximately 1,200 feet from the open waters but within the landward extent of the St. Martins River. The marsh area consists principally of black rush and salt grass and is interlaced with small tidal creeks which flow into the two adjacent canals or into St. Martins River. Petitioner's property contains an upland parcel approximately 50 feet in width between existing canals which resulted from dredging these canals. The "upland" configuration was larger at one time than its present configuration, but was reduced to its present size through enforcement action by environmental agencies. The area which Petitioner seeks to fill had fill removed therefrom in these enforcement proceedings. The waters surrounding and including the project site are classified as Class III waters. Soil borings taken at the site shows the salt marsh underlain by 8 to 12 inches of sand, which overlays an organic mat of decaying anerobic black rush. Beneath this organic layer is limerock. Petitioner's application for a permit to fill this property was denied by Respondent because of the proposed septic tank installation. Respondent suggested chemical sewage disposal systems could be used at this site; however, the only witness qualifying as an expert in waste disposal facilities is familiar with other waste disposal systems and testified none of those systems can be used at this site. Before a building permit will be granted, household water supply is required and treatment of this water after use for bathing, washing, etc., will still be necessary and this treatment cannot be accomplished in a chemical system. Septic tank systems are regulated by DHRS and applications therefor are approved by DHRS specialists at the county health department level. The property here involved is within the 10-year flood plain and in order to obtain septic tank approval the site must be elevated above that plain. Here, that is 4.9 feet above sea level. The site is 3.5 feet above sea level. The bottom of the drain field is required to be 24 inches above the water table. If the fill permit is granted and approximately three feet of fill is placed over the 4,500 square feet, this will raise the property sufficiently so it will not be subject to tidal action and will provide a buffer zone sufficient to allow Citrus County to issue a septic tank permit. One objection raised by DER is that filling the area over existing vegetation will create another organic mat of decaying vegetation which will leach laterally into adjacent surface waters where it will contribute nutrients and exert an oxygen demand on the water column. Citrus County Health Department has authority to require the existing detritius be removed before new fill is applied and to require the perimeter of the fill area to be constructed with clayey soils to inhibit leachate escaping from the site. Removal of salt grass would precede removal of the decaying vegetation under the 8 to 12 inches of sand and leave nothing to add to the nutrient level of adjacent surface waters or impose an oxygen demand on the water column. The black rush and salt grass which presently dominate the proposed fill site perform a significant water quality function in trapping sediments, filtering runoff and assimilating nutrients. The presence of adjacent canals increases the value of this function. The proposed fill site also functions as a productive habitat for numerous aquatic species which comprise a portion of the estuarine food chain and ecosystem. More than a dozen aquatic organisms were turned up by a singe scoop of a dip net in an area nearly in the center of the proposed fill site. Leaving the site in its present condition creates a public benefit to the State. Adding fill to the area as requested will allow the site to comply with the regulations for septic tank installation. The U.S. Army Corps of Engineers will issue a federal dredge and fill permit to Petitioner if this application is granted. Therefore, the granting of this application for a dredge and fill permit will allow Petitioner to use the property he purchased for a home site. Respondent called one witness who qualified as an expert in the field of public health microbiology. This witness testified that studies have shown dead end canals and septic tank leachate to be significant contributors to high fecal coliform densities in adjacent waters. This witness opined that the statutory buffer zone is inadequate to prevent violations of Class III water standards in adjacent surface waters from such sources. Proposed finding No. 16, while not technically incorrect, is misleading. Bradley did represent that a buffer zone whose perimeter is composed of clay will keep leachate from escaping the site; that if a 50-foot setback could be maintained from surface waters, the county would grant the permit; and he believed the fill permit should be granted.
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 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
Findings Of Fact Petitioner and her husband jointly own a parcel of property in Ezell Beach, Taylor County, Florida, which lies contiguous to the Gulf of Mexico. On February 1, 1985, Petitioner made application to DER for a dredge and fill permit and water quality certification to construct a pile supported house with a mounded septic tank and drain field on her property. The 768 sq. ft. house was to be 32 ft. x 24 ft. and the mounded septic tank and drainfield would have covered a 2,250 sq. ft. area with approximately 300 cu. yds. of fill. For all practical purposes, Petitioner's property is covered entirely by salt marsh areas dominated by smooth cordgrass (Spartina alterniflora), black needlerush (Juncus roemerianus), salt grass (Distichlis spicata), sea daisy (Borrichia frutescens), and marsh elders (Iva frutescens). On November 25, 1985, DER issued its Intent to Deny the permit for both the house and the mounded septic tank system. After that date the house was constructed; the septic tank system was not. DER stipulated at hearing, based upon the particular facts of this case, that it no longer objected to the construction of the house. The proposed fill would permanently eliminate approximately 2,250 sq. ft. of tidal marsh within the landward extent of the Gulf of Mexico. This kind of salt marsh provides detritus for support of the aquatic based food chain and provides essential feeding and nursery grounds for fish and acuatic organisms. It is also important in maintaining water quality through the filtration uptake and transformation of pollutants from upland runoff, as a result of the assimilative capacity of the detrital microbial population and benthic micro-organisms, as well as the adsorptive and absorptive capacity of the soils. Elimination of the tidal marsh and its associated vegetation by filling would reduce the capability of the system to perform its vital functions and therefore the filling associated with the project could be expected to have a long-term detrimental impact on water quality and biological resources. The proposed filling would further result in water quality degradation by replacing the periodically inundated areas, which help maintain water quality in waters of the state, with uplands containing a septic tank with the potential for adding pollutants to waters of the state. Based on evidence provided by Petitioner, the proposed project does not provide reasonable assurances that turbidity, nutrient, dissolved oxygen, biological integrity, bacteriologioal quality and biochemical oxygen demand water quality standards will not be violated. To the contrary, the evidence presented by Respondent suggests that the immediate and long-term impact of the filling would result in violation of State Water Quality Standards. The placement of the fill and septic tank would result in turbidity and an overabundance of bacteria and nutrients. This overabundance would lead to depletion of the oxygen dissolved in the water and an increase in BOD, along with the production of algae or some other less desirable plant life than that ordinarily found in a fully functioning salt marsh. The filling would also adversely affect invertebrate and marine animals which negatively impacts the biological integrity of the marsh. Petitioner did not provide reasonable assurances that the project is not contrary to the public interest in accordance with Section 403.918(2), Florida Statutes. To the contrary, the evidence presented by Respondent suggests that the project will adversely affect certain of those criteria. Public health, safety and welfare would be negatively affected because septic tanks in wetlands become inundated and release improperly treated septage into the environment. Fish and wildlife are negatively affected by eliminating the habitant of juvenile fish, invertebrates and other creatures which are food chain constituents. Marine productivity will decrease to some degree since the filling will eliminate a productive area. The proposed project poses cumulative impact concerns. If others similarly situated to Petitioner also placed mounded septic tank systems in close proximity to the Gulf of Mexico, the total negative environmental impact would be very extensive. The only evidence presented by Ms. Gibson regarding her entitlement to the fill placement necessary for septic tank installation was her testimony that other similar houses in similar areas have septic tanks. She specifically discussed a house built by a Mr. Rogers in Dekle Beach, Florida, which she stated had a similar septic tank system. However, no evidence was presented to show that in fact the Rogers project was similar to this project. In fact, DER presented evidence that Rogers may have installed a septic tank and fill, but in fact Rogers had no permit to do so.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Regulation enter a Final Order granting Sallie P. Gibson a permit for construction of a house and denying the dredge and fill permit for installation of a mounded tank and drainfield. DONE AND ENTERED this 27th day of May, 1987, in Tallahassee, Florida. DIANE K. KIESLING 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 27th day of May, 1987. APPENDIX TO RECOMMENDED ORDER, CASE NO. 86-0818 The following constitutes 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. Specific Rulings on Proposed Findings of Fact Submitted by Petitioner, Sallie P. Gibsons Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(2); 2(4); 3(4); 4(5); 5(12); and 6(13). Proposed finding of fact 7 is rejected as irrelevant and immaterial. Specific Rulings on Proposed Findings of Fact Submitted by Respondent, State of Florida, Department of Environmental Regulation Proposed findings of fact 1-13 are adopted in substance as modified in the Recommended Order in Findings of Fact 1-13. COPIES FURNISHED: Ms. Sallie P. Gibson 1003 North Washington Street Perry, Florida 32347 William Congdon, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301-82419 Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issues to be resolved in this proceeding concerns whether the Respondent installed a septic system without a permit; whether a permit was required for the installation; whether the installation was of inadequate size; whether the Respondent caused the disconnection of an existing system without a permit, and whether that system was improperly abandoned. A related issue is whether the proposed $1,500.00 fine should be imposed if the violations are proven or what, if any, fine is warranted.
Findings Of Fact The Petitioner is an agency of the State of Florida charged, in pertinent part, by its organic statutes and rules, with regulating the practice of septic tank contracting and the installation and repair of septic tank and drainfield waste disposal systems and with licensure of such contractors pursuant to Rule Chapter 64E, Florida Administrative Code. The Respondent, Trammel Fowler (Fowler), is a licensed septic tank contractor regulated by the statutes and rules cited herein. Fowler has never been issued any citations or been subjected to discipline under the relevant statutes and rules enforced by the Petitioner with regard to septic system design, construction, installation and repair. He has worked in the septic tank installation business for 19 years. The Respondent installed a septic tank and drainfield system at 5642 Old Bethel Road, Crestview, Florida, a residential construction project (home) in 1993. The original septic tank system installed by the Respondent was finally approved on June 11, 1993. The home site at issue was originally designed to have the septic tank and drainfield system located in the backyard of the residence. Plumbing errors by the general contractor and the plumbing sub-contractor caused the plumbing system to be "stubbed-out" to the front of the house so that the septic tank and drainfield system was installed in the front of the house rather than in the backyard as originally designed and approved by the Petitioner. Additional excavation work was required at the site, which caused the soil type to change in the front of the house where the septic tank and drainfield were to be installed. This in turn required the Okaloosa County Health Department to require additional drainfield square footage to be added to the previously approved 600 square feet of drainfield, so that the drainfield installed in the front of the house by the Respondent ultimately encompassed 800 square feet. Thus, although the original site plans approved by the Okaloosa County Health Department were not followed, subsequent modifications to the system resulted in the septic tank system being fully approved by the Petitioner (through the Okaloosa County Health Department), on June 11, 1993. In the ensuing months, landscaping problems at the site caused surface water to collect around and above the drainfield area. This, coupled with a continuous water flow from the residence caused by leaking appliances, and particularly the commode, resulted in raw or partially treated wastewater becoming exposed on the surface of the ground, as a sanitary nuisance. This was caused as the septic tank and drainfield system became saturated by the excess water from the two referenced sources. This caused the failure of that septic tank and drainfield system within nine months of its original installation, as was noted on March 4, 1994, by the Department's representative Mr. Sims. It is undisputed that the Respondent, Mr. Fowler, did not cause or contribute to this septic tank system failure. He constructed the system as designed and approved by the Department (or as re- approved by the Department in June 1993 with the relocation of the system to the front yard of the residence and with the augmentation of the drainfield referenced above). The Department was aware of the failure of the original system in the front yard of the residence as early as March 1994. There is no evidence that an actual permit for repair of that system was ever issued. Mr. Fowler maintains that the Department had a policy at that time of authorizing repairs to systems that failed within one year of original installation, as this one did, without a written, formal permit process, but rather by informal approval and inspection of the repair work. The Petitioner disagrees and Mr. Sims, the Petitioner's representative, states that a permit was required, although no fee was charged. Indeed in 1994 a rule was enacted authorizing issuance of a permit for repair work for systems that failed within one year of original installation without being accompanied by the charging of a fee for that permit. In any event, prior to the rule change, repairs were authorized for failures within one year by the Department without a permit, but were required to be inspected and a notation made in the permit file or in some cases on a "nuisance complaint card," so authorization and inspection was supposed to be documented. When by the time the repair was effected by the installation of the backyard septic tank and drainfield system or "overflow-system" in February 1995, the rule change requiring issuance of a repair permit without fee had become effective. There is evidence that the Respondent was aware of this since, sometime in 1994, he had obtained a permit authorizing repair of a septic tank and drainfield site on "Windsor Circle" as shown by the Petitioner's Exhibits 6 and 7 in evidence. Be that as it may, the Respondent contends that Mr. Brown, the environmental specialist and inspector for the Department, met with him at the repair site in question and at least verbally authorized the repair of the system by installation of the septic tank and drainfield in the backyard of the residence; to be connected to the sewer line which also was connected with the malfunctioning system in the front yard of that residence. Mr. Brown in his testimony purports to have no memory of authorizing the repair work or inspecting it and seems confused as to whether he met with the Respondent at the site. The Petitioner acknowledges, as does Mr. Brown, that he has had problems since that time with memory lapses, attendant to two life-threatening injuries, which have apparently caused problems with memory loss. He purportedly suffers from post-traumatic stress syndrome and is taking medication with regard thereto. There is no dispute that he has problems with recall. Moreover, there is evidence that Mr. Brown met with the Respondent at an address on Old Bethel Road for some reason, as shown by a notation in Department records in February 1995. Consequently, while there is no doubt that the repair work in question was done without a written permit, there is evidence to corroborate Mr. Fowler's testimony to the effect that Mr. Brown inspected and reviewed the repair system while it was actually being installed by Fowler and approved it. Thus, it is possible that Mr. Fowler was under a good faith impression that the Department had a policy of inspecting and approving repair work without there being a permit related to it at the time when he installed the secondary "overflow" system at the Old Bethel Road site in February of 1995, even though that impression may have been legally mistaken, because the rule requiring a permit at no fee for repair work was already in effect. In any event, Mr. Fowler installed the so-called "repair system" in February 1995, which he has termed an "overflow" system designed to augment the treatment capability of the previously-approved system installed in the front yard at that residence. That system, as found above, consisted of 800 square feet of drainfield. The "overflow" system installed in the backyard by Mr. Fowler in February 1995 without the permit, has only 300 square feet of drainfield. This is clearly well below the minimum required for such a system and tends to support Mr. Fowler's testimony that it was intended really as a repair job in the form of a overflow system to handle extra flow that the original system in the front yard would not be able to handle in performing the intended treatment function. It is unlikely that Mr. Fowler, with or without a permit, would have installed a system he clearly would know to be of only one-half (or less) of the adequate size and treatment capability for the residence, if it had been intended to be a separately functioning independent treatment system for the residence. In fact, the "overflow" system was connected through a "T" or "Y" fitting in the sewer line outfall pipe from the house with the original septic tank and drainfield system in the front yard of the residence, so that flow could go to both systems simultaneously from the residential sewer line. There is conflicting testimony as to whether such a dually draining system could work properly. One septic tank contractor testified that it could and could adequately split the flow between the two septic tank and drainfield systems so as to perform adequate treatment without backups or overflows, while a witness for the Department testified that such a split-fitting could cause stoppages and therefore sewage backups. Be that as it may, the installation of the system in a connected fashion to the original system supports Mr. Fowler's testimony and contention that the system installed in the backyard, with 300 square feet of drainfield, was intended as a repair system merely to augment the treatment function being provided by the poorly functioning original system in the front yard. In fact, the preponderant evidence shows that, with the elimination of leakage from the appliances in the house and the correction of the water-pooling problem caused by improper landscaping, that the system would function adequately thus connected. Indeed, when the plumber or the general contractor for the residence disconnected the original front-yard septic tank system from the overflow system, so that all of the sewage in the house went to the overflow system with the smaller drainfield, that system still functioned adequately for one and one-half years until failure in approximately August 1997. It is undisputed that the Respondent had no part in the unreported and unapproved disconnection of the original front system from the overflow tank and drainfield system in the backyard. The evidence shows a preponderant likelihood that the total system would have functioned adequately indefinitely had the two remained connected so that sewage could flow to the front yard system with the 800 square feet of drainfield, with the excess water flow problems referenced above already corrected. Mr. Brown, the Department environmental specialist and inspector, did not recall specifically whether he had been at the Old Bethel Road site at issue, but testified that it was definitely possible. He testified that the time entry notation he made admitted into evidence as Exhibit No. 3, may have reflected an inspection for a repair job at the Old Bethel Road site. Mr. Brown admitted that he was present on Old Bethel Road in February 1995, but did not recall his purpose of being there. His testimony thus did not contradict the testimony of Trammel Fowler. Mr. Brown also testified that he was aware of problems at the Old Bethel Road site and testified that Mr. Wykle of the Department and Mr. Sims were also aware of problems at the Old Bethel Road site. Douglas Sims of the Department testified that the two systems, the original front tank and drainfield and the overflow tank and drainfield installed in the backyard by Mr. Fowler could not work together if they were connected. This is belied by testimony of a septic tank contractor, Ken Arnett, who was a rebuttal witness called by the Department. Mr. Arnett testified that he would expect a system of the type contemplated by Mr. Fowler and Mr. Brown to function properly. It thus seems from the preponderant weight of the evidence that the reason the Old Bethel Road residential system quit functioning properly, in approximately August 1997, is that the plumbing contractor, at the behest of the residential building contractor for the residence constructed there, disconnected the overflow system from the original front yard system, so that all the house effluent was going to the overflow system, which was never intended to have a complete, standard-sized drainfield for such a dwelling, prevalent soil conditions, elevations and the like. Mr. Brown, a long time employee of the Department was familiar with the statewide rules affecting septic tank contractors and installation and familiar with local department rules and policies relating to repairs. He testified that for a period of time in the early 1990's, there was an unwritten policy by the Okaloosa County Health Department that some repair permits would be waived for certain repairs provided a final inspection by the Department was made. He stated that if the septic tank system failed within one year under certain circumstances, a repair permit would be waived as long as the Department was aware of the repair. Mr. Brown could not recall when the policy ended, but estimated it to be sometime between 1995 and 1997. He called the discontinuation of the local policy to waive repair permits a "gradual phase out." Mr. Brown also recalled that the Okaloosa County Health Department's unwritten, local policy concerning waiver of repair permits was known and relied upon by septic tank contractors in certain situations. Cecil Rogers, a long-time septic tank contractor who dealt with the Okaloosa County Health Department regularly, testified that there was a standard policy to allow repairs to be made to septic tank systems that failed within one year without requiring a permit. There thus seems to have been an unwritten policy or practice among septic tank contractors and the Okaloosa County Health Department to the effect that if a system failed within one year and the contractor was willing to repair the system without cost to the homeowner, that the permit would be waived as long as the system or repair could be inspected by the Department. The system originally installed which failed appears to have been installed before the effective date of the rule requiring that a no-charge permit be obtained for repair work. The repair work in question, the installation of the overflow system, appears to have been effected after the effective date of the new rule. It also appears that Mr. Fowler knew of the new rule because of his obtaining a permit for repair work at the Windsor Circle repair site in 1994. It also would appear that Mr. Brown likely verbally approved and inspected the repair work at the subject site, giving Mr. Fowler the impression that he was authorized to go ahead and make the repair by installing the overflow system. Thus, although he may have technically violated the rule requiring a no-charge permit for repair work, it does not appear that he had any intent to circumvent the authority of the Department, since the preponderant evidence shows that Mr. Brown knew of and approved the installation. Thus, in this regard, a minimal penalty would be warranted. Moreover, after the original septic system at the Old Bethel Road site failed in March of 1994, through no fault of Fowler, Fowler paid to make the repair by installing the overflow system at his own expense. The original new home purchaser at that site, and Mr. Fowler's customer, Mr. Wayne Aaberg, thus did not sustain any personal expenses for the repair work performed by Fowler. The Petitioner did not present any evidence to establish that the repairs made by Fowler caused the septic tank system at Old Bethel Road to fail. The Petitioner, through the testimony of environmental manager Douglas Sims, itself established that the plumbing contractor actually disconnected the front system from the overflow system and made a physical connection only to the rear system installed by Mr. Fowler, rather than Fowler, and without Mr. Fowler's knowledge. The Petitioner, apparently through Douglas Sims, failed to conduct an investigation to determine which party actually was responsible for physically abandoning or disconnecting the original front system from the home and from the overflow system prior to the charges being filed against Mr. Fowler. Mr. Fowler did not cause the physical disconnection of the two systems and the residence and is not a licensed plumber. He did not, during the course of his contracting business for septic tanks and drainfields make physical connections or disconnections to dwelling units, but instead left that to the responsibility of the general contractor and/or the plumbing contractor. The Petitioner presented no evidence establishing any monetary harm to any customer of the Respondent. The disconnection of the systems which caused the failure was not shown to have been the responsibility nor fault of Mr. Fowler. Rather, any monetary harm to the homeowner who owned the residence when the failure occurred in August 1997, after the original repair installation had been paid for by Mr. Fowler was caused by the plumbing contractor and/or the general contractor, Kemp Brothers, who directed the plumbing contractor to disconnect the original front system from the overflow system. Consequently, any monetary damage caused by fixing the failure which occurred in August 1997, and which engendered the subject dispute, was not caused by Mr. Fowler. Finally, Mr. Douglas Sims of the Department, testified that he knew of two other un-permitted repairs by septic tank contractors which were known to the Department. In both of those cases, the contractors were only issued a Letter of Warning. Mr. Sims testified that if the Respondent herein had made repairs to the existing system at his own cost after the failure occurring in August of 1997, then the Department would have only issued a Letter of Warning. Mr. Fowler paid to fix the original system in February 1995, but felt that monetary responsibility for the August 1997 failure was not his fault and thus did not offer to pay for that.
Recommendation Accordingly, 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 finding that the Respondent effected repair work to a septic tank and drainfield system without the required written permit but that, in view of the above-found and concluded extenuating circumstances, that a minimal penalty of a letter of warning be issued to the Respondent by the Department and that the citation for violation, in all other respects, be dismissed. DONE AND ENTERED this 19th day of January, 2000, 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 the Clerk of the Division of Administrative Hearings this 19th day of January, 2000. COPIES FURNISHED: Rodney M. Johnson, Esquire Department of Health Northwest Law Office 1295 West Fairfield Drive Pensacola, Florida 32501 Matthew D. Bordelon, Esquire 2721 Gulf Breeze Parkway Gulf Breeze, Florida 32561 Angela T. Hall, Agency Clerk Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 Dr. Robert G. Brooks, Secretary Department of Health Bin A00 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701 Pete Peterson, General Counsel Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
The Issue The issue in this case is whether Petitioner failed to obtain a permit for abandoning an on-site sewage treatment and disposal system septic tank, and failed to notify Respondent so that Respondent could inspect the system prior to abandonment, in violation of Section 386.0065, Florida Statutes (1997), and, if so, whether Petitioner should pay a $500 fine. (All Chapter and Section references are to Florida Statutes (1997) unless otherwise stated.)
Findings Of Fact Respondent is the state agency responsible for issuing citations under Chapter 386 and is the licensing authority for Petitioner. The Osceola County Health Department (the "Department") is an agency of Respondent. All Pro Services ("All Pro") practices septic tank contracting in Osceola, Orange, and Seminole counties. All Pro is a Florida corporation wholly-owned by Mr. Wayne H. Crotty. Mr. Crotty is licensed in the state as a septic contractor pursuant to Chapter 386. Mr. Crotty has been in the septic tank business for over 25 years. He has extensive experience in septic tank repair and contracting. Mr. Crotty also has had experience in the rule-making process conducted by Respondent pursuant to Florida Administrative Code Chapter 10D-6. He has participated in various committees and held offices in the Florida Septic Tank Association. (Unless otherwise stated, all references to rules are to rules promulgated in the Florida Administrative Code in effect on the date of this Recommended Order.) In the summer of 1996, Petitioner submitted an application to the Department for a repair permit. Petitioner sought to install a standard drainfield utilizing gravity fall from the existing septic tank of a mobile home owner who used the mobile home facility as a day-care center. The existing drainfield was antiquated, clogged, and had ceased disposing effluent properly. Petitioner made arrangements for the day-care center to refrain from using water or sewage for a period of hours so that the drainfield could be repaired. The application came to the attention of Mr. Thomas Franklin Wolf, Director of the Department's Environmental Health Section. Mr. Wolf did not accept the site evaluation in the application. He chose to perform his own evaluation of the repair site. When Mr. Wolf performed a site evaluation, he placed the seasonal high water table two inches higher than the high water table stated by Petitioner in the application for a repair permit. As a result, Mr. Wolf issued the permit at an elevation that would have required either the use of a pump system or elevated plumbing lines in the existing septic tank to meet the higher elevation deemed necessary by Mr. Wolf. The higher elevation established in the permit could be accommodated in either of two ways. The plumbing underneath the mobile home, along with the septic tank, could be raised. Alternatively, a new pump, and other equipment meeting the requirements of Chapter 10D-6, could be installed. The repair permit issued by Mr. Wolf contemplated the use of a new pump chamber complete with alarm. Pumps fail, are problematic, and are expensive. A conventional gravity-fed drainfield line is preferable, whenever feasible, to the use of a pump chamber system and is less expensive. Petitioner determined that the plumbing and septic tank could be elevated to meet the higher elevation requirements thereby avoiding the need for a pump system and its increased cost. This lower-cost alternative satisfied the requirements of Chapter 10D-6 for a septic tank drainfield. Based on past experience, Mr. Crotty believed he could obtain the Department's approval of this alternative to the pump chamber requirements of the permit. The Department had no objection to an alternative that achieved the higher elevation requirement with a gravity-fed system. One risk associated with Petitioner's alternative was that the existing septic tank might not withstand the rigors of being excavated and raised and could break during the repair process. After conferring with the homeowner about the matter, Petitioner proceeded to elevate the existing plumbing lines and septic tank. Petitioner began excavation and removed the lid from the existing septic tank. Petitioner then determined that it would not be feasible to lift the tank up and reinstall it at the higher elevation due to the age and style of the tank. Petitioner determined that the best way to proceed was to abandon the old tank and to install a new tank at the higher elevation. Petitioner replaced the existing septic tank without obtaining a separate abandonment permit. Petitioner did not need a separate abandonment permit. The repair permit was inclusive of the abandonment of the existing tank. In a previous repair effort for another customer, Petitioner broke the existing septic tank while attempting to elevate the tank to a higher location. The prior incident led to a disagreement between Petitioner and the Department over whether a separate abandonment permit was required for replacing a tank in the course of a repair. Petitioner wrote a certified letter to the Department and Department's counsel memorializing an understanding reached during discussions with Department representatives. Any requirement for a separate abandonment permit in the course of a repair was tabled pending further review by the state health office in Tallahassee. The letter further stated Petitioner's understanding that under Chapter 10D-65, the replacement of an existing tank was provided for through a repair permit, and that no separate abandonment permit is necessary for an abandonment which occurs in conjunction with a repair effort. The letter was received by Mr. Wolf on behalf of the Department. In response, the Department specifically informed Petitioner that the replacement of an existing tank is provided for through the repair permit. Mr. Wolf never retracted this position in his dealings with Petitioner. At about the same time, the state health office, through its acting Health Officer for Environmental Health, issued an interoffice memorandum advising every district administrator in the state that a separate abandonment permit is not required when an existing tank is abandoned during repair. The interoffice memorandum stated, in relevant part: This addresses permitting procedures when a septic tank is abandoned in conjunction with a system repair. Since the repair and tank abandonment inspections can be conducted at the same time, a separate permit and fee is not required if a tank is abandoned in conjunction with a repair permit. The repair permit should specify the abandonment requirements from s. 10D-6.053, F.A.C., and the requirements to have the abandonment inspected. If an additional inspection visit is required for either the repair or abandonment, the unit should charge the $25.00 re-inspection fee. Respondent's memorandum served as the Department's official interpretation of its rules relating to abandonment procedures. The memorandum made a separate abandonment permit unnecessary because the repair permit "is inclusive of the abandonment if the abandonment is necessary." The repair permit in this case suffices as an abandonment permit. Petitioner relied upon the representations of Mr. Wolf personally as well as the Department memorandum of February 18, 1996. Based upon Department policy, Petitioner was not required to amend its permit application to seek specific approval for abandonment of the existing tank, because the tank was being abandoned in conjunction with a repair permit. Petitioner pumped out, ruptured, and demolished the old septic tank with the exception of the inlet end wall and the sidewall closest to the tank. Petitioner left intact the latter portions of the old septic tank for inspection purposes and for stabilization. Petitioner placed the lids and the broken pieces of concrete from the tank alongside the new septic tank that was installed. Mr. Crotty requested an inspection by the Department. Inspector Garner arrived on the scene with a standard probe. The probe is a tool useful for inspecting on-site sewage disposal systems. Mr. Crotty informed Mr. Garner that Petitioner had abandoned the old tank and replaced it with a new one. Mr. Crotty took Mr. Garner over to the site and specifically pointed out the remaining sidewall of the old tank and the lids piled up on-site and remaining from the old tank. Mr. Garner inspected the repairs and satisfied himself that Petitioner had installed a new septic tank in the place of the old tank and had done it in a way that would allow gravity feeding to the new drainfield. The repairs dispensed with the need for a pump and were accomplished at a lower cost to the customer. After the inspection on August 13, 1998, and a subsequent review on August 14, Inspector Garner approved the installation by Petitioner. The approval specifically approved the use of a gravity-fed line rather than the use of the pump contemplated in the permit. The approval constituted the "construction final" approval for the septic system that was repaired. Rule 10D-6 does not specify when the inspection for an abandonment of a septic tank in conjunction with a repair is to occur. Nor does it say anything about requesting an inspection before the tank is filled with sand or other suitable material and covered. It was Inspector Garner's practice, and the unwritten policy of the Department, to conduct inspections of damaged septic tanks at the same time the Department inspected repair constructions. The practice of the Department in such an inspection was to inspect the abandoned tank after it had been pumped and the bottom ruptured, but before a new tank was installed. According to Department practice, the inspection of an abandonment in conjunction with a repair must determine that the tank had been pumped and that the bottom of the tank had been opened or ruptured or collapsed to prevent the tank from retaining water. The inspection can only occur after the tank has been pumped out, opened, ruptured or collapsed. Inspector Garner arrived for the inspection after abandonment of the old tank. Mr. Garner does not dispute that Petitioner abandoned the old tank, but maintains that the abandonment was accomplished without proper notification to the Department. Mr. Garner approved the construction, but recorded x- marks on the approval form adjacent to a box for abandonments and next to "tank pumped" and "tank flushed and filled." Mr. Garner also recorded on the form under "explanation of violations" a notation that the old septic tank "was abandoned without any inspection of [sic] verification." The promulgated rules of the Department and Respondent do not require an inspection before an abandoned tank is filled with sand, or other suitable material, and covered. It was the Department's unwritten policy, evidenced by its practice, to insist that inspection of the abandoned septic tank occurred before the tank is actually crushed. The promulgated rules of Seminole and Orange counties do not require inspection prior to abandonment of an existing tank. The unwritten policies of Seminole and Orange counties deviate from those of the Department. The Seminole County Health Department ("Seminole") also received the Department's interpretive memorandum regarding abandonment of septic tanks in conjunction with repairs. Seminole concluded that abandonment inspections should be conducted simultaneously with the final inspection for repairs. At that point, the old septic tank is already ruptured and filled with sand. Seminole adopted the practice of inspecting abandoned septic systems with a probe to verify the pump-out and the rupturing of the old tank. It is the same type probe used by Mr. Garner and the Department. The probe allows a department employee to verify all of the requirements of Rule 10D-6.053 for abandonment. The Orange County Health Department ("Orange County") also received the interpretive memorandum concerning abandonment of septic tanks in the course of repair procedures. By the time the memo was received, however, it was already the practice of Orange County not to require a separate abandonment permit for an abandonment as part of a repair. In Orange County, inspectors permitted abandonment inspections to occur at the point where the tank was already collapsed and covered with sand. The inspection was accomplished with the use of a probe.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that Respondent enter a final order finding Petitioner not guilty of the allegations against it and dismissing the citations. DONE AND ENTERED this 24th day of November, 1998, in Tallahassee, Leon County, Florida. DANIEL MANRY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 24th day of November, 1998. COPIES FURNISHED: Marya Reynolds Latson Marion County Health Department Post Office Box 2408 Ocala, Florida 34478-2408 Stephen D. Milbrath, Esquire Allen, Dyer, Doppelt, Milbrath and Gilchrist, P.A. Post Office Box 3791 Orlando, Florida 32802-3791 Dr. James Howell, Secretary Department of Health 1317 Winewood Boulevard Building 6, Room 306 Tallahassee, Florida 32399-0700 Pete Peterson Department of Health 2020 Capital Circle, Southeast Bin A 02 Tallahassee, Florida 32399-1703
