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.
The Issue Whether Respondent committed the violations as set forth in the Citation for Violation, Onsite Sewage Program/Sanitary Nuisance dated April 28, 2000.
Findings Of Fact Petitioner is authorized and given the jurisdiction to regulate the construction, installation, modification, abandonment, or repair of onsite sewage treatment and disposal systems, including drainfields, by septic tank contractors. At all times material hereto, Respondent was a registered septic tank contractor and, as such, he was authorized to provide septic tank contracting services, including the installation and repair of drainfields. On or about November 2, 1995, Petitioner issued a permit (Permit No. RP648-95) to Wilmar Rodriguez for the repair of a septic tank system at 417-421 Perry Avenue, Greenacres, Florida. The property was a triplex, which was purchased by Mr. Rodriquez in 1981. Mr. Rodriguez has no knowledge as to whether any drainfields were installed or replaced on the property, prior to 1981. The Permit included the installation of a new multi- chambered septic tank, a dosing tank, a lift station, and a new drainfield. The Permit was also for a filled system and called for the drainfield to be 700 square feet. Respondent was indicated as the "agent" on the Permit. Respondent and/or his employees performed the work under the Permit. Respondent was the septic tank contractor for the repair of the septic tank system under the Permit. On November 9, 1995, the construction of the septic tank system was approved by one of Petitioner's inspectors, who was an Environmental Specialist I. Petitioner's inspectors are not present during the entire construction or repair of a septic tank system or drainfield. Usually, inspections are made after the completion of the construction or repair of the septic tank system. Additionally, the inspection of a drainfield is usually performed after the rock has been placed on top of the drainfield. On February 2, 1996, the same inspector performed the inspection after the completion of the construction of the septic tank system, including after the placing of the rock on top of the drainfield. Even though the Permit reflects a filled system, the filled/mound system section on the inspection sheet was crossed out. The inspector considered the system to be a standard system, not a filled or mound system, and, therefore, inspected it as a standard system. In inspecting a drainfield, the inspection by an inspector includes checking to ensure that a drainfield has 42 inches of clean soil below the drainfield. An inspector uses an instrument that bores down through the rock and brings up a sample of the soil, which is referred to as augering. Augering is randomly performed at two locations. For the instant case, the inspector performed the augering in two random locations of the drainfield, which were in the area of the middle top and the middle bottom. The samples failed to reveal anything suspect; they were clean. On February 2, 1996, the inspector issued a final approval for the septic tank system. Final approval included the disposal of "spoil" and the covering of the septic tank system with "acceptable soil". The inspector mistakenly inspected the system as a standard system. He should have inspected the system as a filled system.1 After the repair and installation of the septic tank system by Respondent, Mr. Rodriguez continued to have problems with the septic tank system. He contacted Respondent three or four times regarding problems with the system, but the problems persisted. Each time, Respondent was paid by Mr. Rodriguez. Sewage water was flowing into the street where the property was located and backing-up into the inside of the triplex. Having gotten no relief from Respondent, Mr. Rodriguez decided to contact someone else to correct the problem. Mr. Rodriguez contacted Richard Gillikin, who was a registered septic tank contractor. On October 14, 1999, a construction permit was issued to Mr. Rodriguez for the repair of the septic tank system. Mr. Gillikin was indicated as the agent. Mr. Gillikin visited the property site of the triplex and reviewed the problem. He determined that the drainfield was not properly functioning, but he did not know the cause of the malfunctioning. With the assistance of Petitioner's inspectors, Mr. Gillikin and Mr. Rodriguez attempted to determine the best method to deal with the problem. After eliminating options, Mr. Rodriguez decided to replace the drainfield. To replace the drainfield, Mr. Gillikin began excavating. He began removing the soil cover and the rock layer of the drainfield. Mr. Gillikin also wanted to know how deep he had to dig to find good soil. After digging for that purpose and for 10 to 12 inches, he discovered a drainfield below Respondent's drainfield. The drainfield that Mr. Gillikin discovered was a rock bed 12 inches thick in which pipes were located and, as indicated, 10 to 12 inches below Respondent's drainfield. Mr. Gillikin also dug a hole two to three feet deep, pumped the water out of the hole, and saw the old drainfield. Mr. Gillikin determined that the old drainfield extended the full length of Respondent's drainfield. As a result of Mr. Gillikin's determining that the old drainfield was below Respondent's drainfield, both drainfields had to be removed and the expense of a new drainfield increased. Leon Barnes, an Environmental Specialist II for Petitioner, who was also certified in the septic tank program, viewed the drainfield site. He determined that the old drainfield was below Respondent's drainfield and that, therefore, Respondent had not removed the old drainfield. On or about November 6, 1999, Mr. Barnes' supervisor, Jim Carter, and co-worker, Russell Weaver, who is an Engineer, also visited the drainfield site. Mr. Weaver determined that the old drainfield covered a little more than 50 percent of the area under Respondent's drainfield. On November 8, 1999, a construction inspection and a final inspection of the system installed by Mr. Gillikin were performed. The system was approved. Respondent admits that a new drainfield is prohibited from being installed over an old drainfield. However, Respondent denies that he installed a new drainfield over the old drainfield on Mr. Rodriguez's property. In 1995, Respondent failed to completely remove the old drainfield before he installed the new drainfield. The soil and rocks from the old drainfield, which was not functioning, were contaminated spoil material. Because the old drainfield was not completely removed, the contaminated spoil material remained in the drainfield and was used as part of the material in the installation of the new drainfield. Leaving the contaminated spoil material in the new drainfield, prevented the sewage water from being able to percolate through the ground, which is a method of cleansing the sewage water. Without being able to percolate through the ground, the sewage water remained on the surface of the drainfield, creating a serious sanitary nuisance and health hazard. The sewage water spilled onto the street and backed-up into the triplex. Respondent was issued a Citation for Violation, Onsite Sewage Program/Sanitary Nuisance by Petitioner.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health, Palm Beach County Health Department, enter a final order: Affirming the Citation for Violation, Onsite Sewage Program/Sanitary Nuisance and finding that Noel Sanfiel violated Section 381.0065, Florida Statutes (1995), and Rule 10D- 6.0571(4), now Rule 64E-6.015(6), and Rule 10D-6.0751(1)(l)1, now 64E-6.022(1)(l)1, Florida Administrative Code. Imposing a fine of $500. DONE AND ENTERED this 13th day of February, 2001, in Tallahassee, Leon County, Florida. ERROL H. POWELL Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 13th day of February, 2001.
Findings Of Fact Petitioner, George H. Hopper, submitted an application for a license to operate a Class "C" wastewater treatment plant to the Respondent on or about April 8, 1977. On November 28, 1977, the Respondent issued a letter of intent to deny the license. This letter of intent was subsequently modified by a letter to petitioner from Respondent dated January 4, 1978. The Respondent, in the above-referenced correspondence, based its letters of intent to deny the Petitioner a Class "C" wastewater treatment plant operator's license based upon two primary grounds. Those grounds are as follows: "This Department has concluded that you have not fulfilled the actual experience requirement of section 17-16.03(2)(b), Florida Administrative Code (F.A.C.), as defined by section 17-16.02(8) F.A.C." (See letter dated November 28, 1977.) "In addition to the above referenced deficiency in actual work experience, it has been noted that you have not completed an approved course related to wastewater treatment plant operation as required by Section 17-16.03(2)(c), Florida Administrative Code." (See letter dated January 4, 1978.) Respecting the second allegation, Petitioner presented testimony during the course of the hearing which, in fact, indicates that he did complete an approved coarse related to wastewater treatment plant operation as required by Section 17-16.03(2)(c), Florida Administrative Code. Additionally, Petitioner presented a diploma supporting this contention. This certificate reflects the fact that the Petitioner satisfactorily completed the course on "Operation of Wastewater Treatment Plants" on or about May 2, 1977. Based thereon, and the testimony of Respondent's certification officer, Robert W. Hall, to the effect that the Respondent did comply with the Code requirement which mandates completion of an approved course related to wastewater treatment plant operation, that ground is no longer a basis for the denial of Petitioner's certification. Petitioner testified, and the other documentary evidence introduced during the coarse of the hearing indicates, that Petitioner was employed from January, 1975, through December 25, 1975, as administrator of the Margate Utility Authority. From December 25, 1975, through February 15, 1976, the Petitioner was employed in a position other than as administrator, his resignation being effective on February 15, 1976. Accordingly, the Petitioner was employed at the Authority for a period in excess of one year. What is at issue, is the Respondent's contention that the Petitioner was not actually performing duties tantamount to fulfillment of the actual experience requirement of Section 17-16.03(2)(b), Florida Administrative Cede, inasmuch as his duties as an administrator were more in the nature of being in charge of the facility, with little practical experience as the term "experience" is meant in Chapter 17 of the Florida Administrative Code. Additionally, it was noted that the Petitioner was re-employed by the City of Margate as a supervisor. During the hearing, the Petitioner outlined his duties as an administrator which included being in charge off the overall operation of the wastewater treatment plant. Petitioner testified that when he was first employed at the Margate Utility Authority, the wastewater treatment plants were not operational. He testified that a water-sewer moratorium had been placed by the Board of Health, citing approximately five violations. Petitioner testified that he instituted numerous changes in the operations of the wastewater treatment facilities which included hiring a contractor to supervise deficiencies in the wastewater treatment plant and its injector systems which were over-pressurized. He testified that within approximately two months of his employment with the Authority, he was able to correct approximately 80 percent of the problems and was able to again make the treatment plant operational. Petitioner testified that he normally worked a five day week; however, he was on duty in excess of forty hours weekly for the resolution of all daily operational problems. Evidence introduced during the course of the hearing reveals that the wastewater treatment facility here involved is fully automated and that the operators have very little to do in terms of manual tasks. In this regard, the Petitioner testified that he was on duty at the facility throughout his employment during the period January, 1975, through December, 1975, to operate the wastewater treatment plant. Additionally, the Petitioner testified that his office, as an administrator, was located in close proximity to the wastewater treatment facilities and he was available to in fact operate the wastewater treatment plant, as needed. Finally, Respondent's certification officer, Robert W. Hall, testified that in his opinion, being available to operate as opposed to actual operation is what is required by the actual experience requirements of the Florida Administrative Code. Based thereon, I shall recommend that the Respondent withdraw its notice of intent to deny Petitioner's application for a Class "C" wastewater treatment plant operator's license.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is hereby, RECOMMENDED: That Petitioner's application for a Class "C" wastewater treatment operator's license be GRANTED. RECOMMENDED this 8th day of May, 1979, in Tallahassee, Florida. JAMES E. BRADWELL, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Russell L. Forkey, Esquire 3081 East Commercial Boulevard Fort Lauderdale, Florida 33308 Randall E. Denker, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
The Issue Whether Permit No. DO19-101251 issued to Mr. Vail on July 11, 1985 to construct and operate an on-site wastewater treatment and disposal system should be revoked?
Findings Of Fact Mr. Vail is the owner and operator of a business called the St. George Inn and Restaurant (hereinafter referred to as the "Inn"). The Inn is located at the southeast corner of the intersection of Franklin Boulevard and Pine Avenue on St. George Island, Florida. In May of 1984 Mr. Vail spoke with an employee of the Department of Health and Rehabilitative Services about obtaining a permit to construct a septic tank on his property for use by the Inn for the treatment and disposal of wastewater. Mr. Vail was instructed to submit a design of the septic tank for approval. Mr. Vail contracted with McNeill Septic Tank Company for the design and construction of the septic tank. The evidence failed to prove when Mr. Vail applied with the Department of Health and Rehabilitative Services for a permit. As of March, 1985, however, Mr. Vail had not received approval or disapproval of his application from the Department of Health and Rehabilitative Services. Mr. Vail, therefore, went to the Governor's office to seek help in getting a response. Shortly after contacting the Governor's office, the Department of Health and Rehabilitative Services informed Mr. Vail that he needed to obtain a permit from the Department and not from the Department of Health and Rehabilitative Services. On or about March 18, 1985, Mr. Vail filed an Application to Operate/Construct Industrial Wastewater Treatment and Disposal Systems (hereinafter referred to as the "Application"), with the Department. The Application was prepared by Brown and Associates Civil Engineers and Land Surveyors, Inc., Mr. Vail's engineering consultant. The Application was certified by Benjamin E. Brown, Professional Engineer. Mr. Vail signed the Application as "owner" and indicated that he was aware of the contents of the Application. In the Application, "St. George Inn Restaurant" is listed as the "Source Name." Under Part II, A of the Application, the applicant is asked to "[d]escribe the nature and extent of the project." In response to this request, the following answer was given: This project will provide a sewage disposal system for a one hundred and fifty (150) seat restaurant on St. George Island. Sizing of the septic tank system is based on 50 GPD/seat and secondary treatment will be provided by the design proposed. Under Part III, A of the Application, the applicant is asked to provide the following information and the following answers were given: Type of Industry Restaurant . . . . 3. Raw Materials and Chemicals Used Food preparation only. Normal Operation 12 hrs/day 7 days/week . . . . If operation is seasonal, explain This restaurant will be used the most during the summer months which corresponds with ocean/beach recreation & the tourist trade. Nowhere in the Application is it indicated that the permit applied for involved anything other than a restaurant. The Application gives no information from which the Department could have known that the proposed wastewater treatment and disposal system would handle waste from guest rooms or an apartment. In the Application Mr. Vail sought approval of a permit to construct and operate a wastewater treatment and disposal system to serve a 150 seat restaurant. In the Application Mr. Vail sought a permit for a system which was to have a design flow of 7,500 gallons per day based on 50 gallons, per seat, per day water usage. An employee of the Department wrote a memorandum dated May 5, 1985, recommending approval of the Application. The Department determined, however, that the size of the property on which the Inn was to be located was not large enough for the drain field necessary to accommodate a 150 seat restaurant. Therefore, Mr. Brown modified the proposed system and resubmitted application data indicating that a 108 seat restaurant would be constructed. The design flow of the new proposal was 2,160 gallons per day based on 20 gallons per seat per day. Mr. Brown had requested that the Department approve a system based upon the newly submitted design flow. The Department and Mr. Brown both agreed that this design flow was adequate; that it was reasonable to anticipate and provide for the treatment and disposal of a maximum of 2,160 gallons per day design flow. The effect of reducing the design flow and the number of seats was to allow a shortened drain field which could be accommodated by the size of the property the Inn was to be located on. On June 27, 1985, Mr. Vail arranged for a notice to be published in the Apalachicola Times. That notice provided, in pertinent part, the following: State of Florida Department of Environmental Regulation Notice of Proposed Agency Action on Permit Application The department gives notice of its intent to issue a permit to Jack Vail to construct a restaurant and on-site wastewater treatment and disposal system [sic] at Franklin Boulevard and Pine Avenue, St. George Island. The treatment consists of grease trap, septic tank, and sand filter followed by disposal into a drainfield. The project meets applicable standards and will not impair the designated use of the underlying ground water. There is no anticipated impact on surface waters or air quality. . . . . This notice was sent to Mr. Vail by the Department and he made arrangements for it to be published. Nowhere in the notice is it indicated that the system to be approved by the Department is for anything other than a restaurant. On July 11, 1985, less than four months after the Application was filed with the Department, the Department issued Permit Number DO19-101251 (hereinafter referred to as the "Permit"). In the cover letter sent with the Permit the Department indicated that the Permit allowed Mr. Vail "to construct and operate a 2,160 gallon per day, on-site wastewater treatment and disposal system serving St. George Inn Restaurant. . . ." The Department also indicates in the Permit that it is for the "St. George Inn Restaurant." The Permit also provides, in pertinent part, the following with regard to the purpose of the Permit: The above named applicant, hereinafter called Permittee, is hereby authorized to perform the work or operate the facility shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the department and made a part hereof and specifically described as follows: Construct and operate a 108 seat restaurant with an on-site wastewater treatment and disposal system. Wastewater flows shall be a maximum of 2,160 gallons per day generated by domestic facilities and kitchen wastes . . . Construction shall be in accordance with application dated March 18, 1985 and additional information submitted April 29, 1985, specifications and other supporting documents prepared by Brown and Associates and certified by Benjamin E. Brown, P.E. and submitted to the Department on June 5, June 17, and June 20, 1985. The Permit also contains the following "General Condition" number 2 and "Specific Condition" number 15: . . . . 2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings and exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the department. . . . . 15. The Department shall be notified and prior approval shall be obtained of any changes or revisions made during construction. . . . . The Permit provides the following with regard to the effect of the conditions of the Permit: The terms, conditions, requirements, limitations, and restrictions set forth herein are "Permit Conditions", and as such are binding upon the permittee and enforceable pursuant to the authority of sections 403.161, 403.727, or 403.859 through 403.861, Florida Statutes. The permittee is hereby placed on notice that the Department will review this permit periodically and may initiate enforcement action for any violation of the "Permit Conditions" by the permittee . . . . During the week after the Permit was issued, Mr. Vail obtained a building permit from Franklin County for the construction of the "inn." In February, 1986, after construction of the Inn had begun, Department inspectors went to the construction site of the Inn. The Permit authorized this inspection and other inspections carried out by the Department. The Department determined that the Inn being constructed by Mr. Vail included a restaurant, an apartment on the third floor of the Inn with two bathrooms, and eight guest rooms on the second floor, each containing a bathroom. This was the first time that the Department knew that Mr. Vail's facility was to include guest rooms and living quarters in addition to containing a 108 seat restaurant. In March of 1986, the Department sent a warning letter to Mr. Vail notifying him of the violation of the General Conditions of his Permit: the use of the approved system for the treatment and disposal of wastewater from the ten bathrooms in the guest rooms and the two bathrooms in the apartment in addition to the 108 seat restaurant. On April 1, 1986, Department personnel met with Mr. Vail and Mr. Brown. The Department reminded Mr. Vail and Mr. Brown that the Permit requested and approved by the Department was for a 108 seat restaurant only. The Department had not authorized a system which was to be used for a 108 seat restaurant and ten additional bathrooms. Pursuant to General Condition 14, the Department informed Mr. Vail that it needed an engineer's evaluation of the ability of the system which had been approved to handle the additional flow which could be expected from the additional ten bathrooms. By letter dated April 1, 1986, the Department memorialized the meeting and indicated that Mr. Vail could operate a 100 seat restaurant and the apartment during the interim. By letter dated May 8, 1986, Mr. Brown asked for additional time to submit the evaluation requested by the Department. The Department approved this request by letter dated May 14, 1986. By letter dated May 16, 1986, Mr. Brown submitted an engineering evaluation which proposed modifications to the approved system to handle the additional ten bathrooms. By letter dated June 13, 1986, the Department indicated that the evaluation was generally acceptable" but requested additional information. In January, 1987, before the additional information was submitted, Mr. Brown died in an airplane accident. No evidence was presented to explain why the information requested by the Department in June of 1986 had not been submitted before January, 1987. In March, 1987, the Department inspected Mr. Vail's facility again. In April, 1987, the Department informed Mr. Vail that the Department would take action to revoke the Permit. Before the Administrative Complaint was issued, the Department requested that certain information be provided on behalf of Mr. Vail by an engineer in an effort to resolve the dispute. Mr. Vail did not, however, obtain the services of an engineer. Instead, Mr. Vail sent the Department information purporting to show the amount of water which had been used at the Inn. That information failed to prove the ability of the system that the Department had approved to handle the maximum wastewater which could be expected from maximum use of the 108 seat restaurant and ten additional bathrooms. At best, the information submitted by Mr. Vail is partial proof that the system is capable of handling the wastewater that has been generated at the Inn for the period of time for which the information relates. No competent substantial proof has been submitted to indicate that the system is capable of handling the maximum wastewater flows which may be experienced or even that the system is adequately handling the current flow. All that has been proved is that there is no apparent problem with the system in handling the current flow. In September, 1987, the Department issued the Administrative Complaint. Pursuant to this Complaint, the Department has sought the revocation of the Permit and prescribed certain orders for corrective action. No application has been submitted by or on behalf of Mr. Vail to the Department to construct and operate a wastewater treatment facility designed to accommodate the sewage flows which may be generated by the Inn as it has been constructed. Although the Department of Health and Rehabilitative Services and other agencies were aware that the Inn includes a restaurant and guest rooms, the Department was never so informed.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department issue a Final Order requiring that Mr. Vail comply with all of the corrective orders, except Paragraph 18, contained in the Administrative Complaint. DONE and ORDERED this 11th day of March, 1988, in Tallahassee, Florida. LARRY J. SARTIN 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 11th day of March, 1988. APPENDIX TO RECOMMENDED ORDER, CASE NUMBER 87-4242 The parties have submitted proposed findings of fact. It has been noted below which Proposed findings of fact have been generally accepted and the paragraph number(s) in the Recommended Order where they have been accepted, if any. Those proposed findings of fact which have been rejected and the reason for their rejection have also been noted. The Department's Proposed Findings of Fact Proposed Finding Paragraph Number in Recommended Order of Fact of Acceptance or Reason for Rejection 1 Conclusion of law. 2 1. 3 6. 4 10. 5 12 and 13. 6 14. 7 15. 8 18. 9 19. 10 20. 11-12 16. 13 21. 14 23. 15 24. 16 25. 17 26. 18-19 27. 20 28. 21 29 22 Hereby accepted. Mr. Vail's Proposed Findings of Fact 1A 15. Not supported by the weight of the evidence and irrelevant. Hearsay and irrelevant. Although technically true, this is not the issue in this case. The evidence did not prove that the system "can in actuality handle three times the amount permitted." Not supported by the weight of the evidence and irrelevant. 2A Not supported be the weight of the evidence. Exhibit 6 indicates that the Department was aware that the Inn included "hotel rooms" but not the number. Irrelevant. The evidence did not prove that the Department was aware of the scope of the project. Not supported by the weight of the evidence. 3A Irrelevant. Not supported by the weight of the evidence and irrelevant. Even if this were true, the fact remains that the Department was unaware that the Inn included guest rooms or an apartment. Irrelevant. 4A-B Irrelevant. 5A-B Irrelevant. 6A 2-4. B 5. 6 and 11. Not supported by the weight of the evidence. See 12. 13 and 15. Not supported by the weight of the evidence and irrelevant. Not supported by the weight of the evidence. 7A-C Not supported by the weight of the evidence and irrelevant. 8A-D Not supported by the weight of the evidence and irrelevant. 9A-B Not supported by the weight of the evidence and irrelevant. 10-12 Not supported by the weight of the evidence and irrelevant. COPIES FURNISHED: Richard L. Windsor, Esquire State of Florida Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Mr. John Vail St. George Inn Post Office Box 222 St. George Island, Florida 32328 Dale Twachtmann, Secretary State of Florida Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Daniel H. Thompson, Esquire General Counsel State of Florida Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue Whether Respondents' Division of Hotel and Restaurants' license should be suspended or revoked, or a civil penalty assessed for alleged violation of Division Rule 7C-4.01(5)(c) and Florida Statute s. 509.221, as set forth in Notice to Show Cause issued by the Petitioner.
Findings Of Fact On April 19, 1977, Johnny Bell, inspector for petitioner's Division of Hotels and Restaurants, received notification from the Health Department of Sarasota County that respondents' place of business, Port-of-Call, resort apartments located at Longboat Key, Florida, was not connected to the sewerage system of Longboat Key. Bell inspected respondents' premises and discovered that a septic tank system was in use at the Port-of-Call. He informed respondents that they must connect to an "approved" sewerage system within sixty (60) days. On June 20, 1977, Bell returned to the premises and found that no action had been taken to connect to the Longboat Key system. Respondent Edward W. Henderson informed him that he should not have to go on such a system because his septic tanks were adequate and functioning properly. Bell did not examine the septic tanks or ascertain if they were, in fact, in proper condition and operating satisfactorily. He proceeded to issue a Notice to Show Cause as to why respondents' license No. 68-606H should not have a civil penalty assessed against it or be suspended or revoked. The stated cause for such intended action was as follows: "Division Rule 7C-4.01(5)(c) ; Florida Statutes 509.221 -- Failure to have sewage system hooked into public sewerage system." The Notice to Show Cause also informed respondents of their right to an Administrative Hearing under Chapter 120, Florida Statutes. Respondents thereafter requested such a hearing. There is no food operation at the Port-of- Call. (Testimony of Bell, Exhibit 1)
Recommendation That the charges against respondents be dismissed. Done and Entered this 10th day of October, 1977, in Tallahassee, Florida. THOMAS C. OLDHAM Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Lawrence C. Winson, Esquire Department of Business Regulation The Johns Building, Suite 210 725 South Bronough Street Tallahassee, Florida 32304 John W. Meshad, Esquire 100 South Washington Boulevard Sarasota, Florida 33577
The Issue The issues in this case are whether Petitioner was responsible for maintaining a sanitary nuisance on his property by piping sewage onto the ground from the septic system and by ignoring the need to repair a failed septic system; and whether the Department of Health properly issued a citation to Petitioner for violation of Sections 386.041(1)(a) and (b).
Findings Of Fact In November, 1995, a Department of Health, Volusia County Health Department employee, Sherry Rodriguez, was performing a sanitary survey of the water system at 479 Maytown Road, Osteen, Florida, when she observed sewage on the ground. The property in questions consists of a large, two-story house which contains rental units. The house is provided water by a well on the property and sewage is handled by an onsite septic system. On November 6, 1995, Ms. Rodriguez issued a Notice of Violation for the sanitary nuisance which stated that the violation must be corrected by November 20, 1995. The septic system was not repaired by November 20, 1995. Ms. Rodriguez subsequently issued a Notice of Intended Action (NIA), giving Petitioner a deadline of December 5, 1995, to repair his system. When Ms. Rodriguez went to the property to serve the NIA, she observed PVC pipe on the ground, with one end at the septic tank and the other at the read of the property. Sewage was on the ground at the end of the pipe. Ms. Rodriguez took photographs of the pipe before she departed. Agency employee, Britt Williams, visited Petitioner's property on November 1, 1996, and observed sewage on the ground. Mr. Williams issued a follow-up NIA to Petitioner on January 30, 1997, which required Petitioner to repair the septic system by February 3, 1997. Petitioner did not obtain a repair permit to correct the violations, therefore, Mr. Williams issued a citation for the violations of sewage on the ground and having an improperly maintained septic system.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is RECOMMENDED: That a final order be entered affirming the civil penalty against Petitioner and requiring Petitioner to repair his septic system. DONE AND ENTERED this 8th day of April, 1998, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 8th day of April, 1998. COPIES FURNISHED: John Gee 1245 Gee Whiz Lane Osteen, Florida 32764 Charlene J. Petersen, Esquire Department of Health 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 Tallahassee, Florida 32399-0700
The Issue The issue to be resolved in this proceeding concerns whether the Petitioner violated the provisions of Chapter 381, Florida Statutes, and Chapter 64E-6, Florida Administrative Code, referenced herein, by allegedly illegally connecting a second dwelling to an existing, approved septic system.
Findings Of Fact On January 17, 2002, the Petitioner was given a written Notice of Violation and advised that an illegal sewer connection from a new or second mobile home on her property to her existing sewer system, serving her primary residence would have to be disconnected. It was an illegal second connection on a single, permitted sanitary sewer system. The second home was not occupied and could not be legally occupied until the proper sewer connection and relevant permitting was obtained. On January 30, 2002, the inspector again visited the premises and determined the illegal connection to still exist and the Petitioner was then advised that the illegal connection would have to be disconnected. On February 28, 2002, the inspector returned and found that the illegal connection had been restored to the existing system. He observed a person hurriedly disconnect the system as he approached. The relevant pipe joint had been left un-glued so that it could be readily connected or disconnected. He again notified the Petitioner, in person, that the illegal connection would have to be disconnected. The Respondent cited the Petitioner for the illegally connected sewer system and seeks to impose a $500.00 fine. The Petitioner elected to formally dispute the position of the Respondent agency and pursued a formal hearing to contest the allegations. The Petitioner failed to actually appear at hearing and contest the evidence adduced by the Respondent agency. That evidence is credible and is accepted as unrefuted and supportive of the above Findings of Fact.
Recommendation RECOMMENDED that a final order be entered by the State of Florida Department of Health denying the Petition of Shirley Davis in its entirety and that a final order be entered imposing a $500.00, fine for the violations described in the above Findings of Fact and Conclusions of Law. DONE AND ENTERED this 16th day of September, 2002, in Tallahassee, Leon County, Florida. P. MICHAEL RUFF Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with Clerk of the Division of Administrative Hearings this 16th day of September, 2002. COPIES FURNISHED: Shirley Davis 140 West Putnam Grove Road Oak Hill, Florida 32759 John D. Lacko, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 William W. Large, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701
The Issue Whether Gar-Con's revised application for a permit to construct a sewage plant, and soakage trenches to dispose of the effluent, should be granted?
Findings Of Fact Eight to ten miles south of Melbourne Beach and 8.3 miles north of Sebastian Inlet, Gar-Con plans to develop a parcel of land stretching west from the Atlantic Ocean, across Highway A1A, to the Indian River. Gar-Con expects to build a motel and residential complex complete with tennis courts, parking garage, water treatment plant and the sewage treatment facility for which a construction permit is sought in these proceedings. The sewage treatment plant would be built on a site 480 feet west of Highway A1A and 90 feet south of Gar-Con's northern property line, at an elevation of 11 or 12 feet above mean sea level. Ocean Way Water and Sewer Association, Inc. is to be organized as a nonprofit corporation to own and operate the wastewater treatment facility. The Public Service Commission, through the director of its water and sewer treatment, has taken the position that the proposed "sewer system will fall within the exemption described in Section 367.022(7), Florida Statutes." DER's Composite Exhibit A. PACKAGE PLANT PROPOSED The facility Gar-Con proposes is designed to treat 100,000 gallons of sewage daily, which is the estimated "total flow" (T. 75) the sanitary engineer who designed the system anticipates from the development. Sewage generated by the development would flow to the plant, through a bar rack designed to remove rags and other large objects, and into aeration tanks where, over a 24 hour period, interaction with air and a biological mass would supply oxygen and cause the formation of biological floccules. The flocculant sewage would then move to a clarifier hopper. During its five hour stay there, solids which were not earlier segregated as the sewage moved over a weir into the clarifier, would be precipitated and removed. The clear, residual liquid would be pumped through one of two sand filters (each of which would also have granular activated carbon and be capable of filtering 100,000 gallons daily) into one of two chlorine contact chambers where a gas chlorinator would introduce chlorine for an hour. Under ordinary circumstances, the chlorinated effluent would then be pumped into one of two soakage trenches. The soakage trenches, each designed for use every other week, are to be gravel-filled ditches covered over first with felt paper, then with compacted fill. The gravel would lie at least one foot beneath the surface of the ground in a space ten feet wide and three feet deep stretching the 940 foot length of each soakage trench. Punctured like sieves, two six-inch PVC pipes would run through the gravel, sweating effluent from their pores. There is also a plan to dig a percolation pond or grassed swale five feet deep, 120 feet long and 80 feet wide near the wastewater treatment plant, which could serve as a receptacle for effluent, in case of "a 1:10 year storm or when the filters are down and/or if soakage trenches would need repair." Gar- Con's Exhibit 2-A. It would hold about 100,000 gallons. The solids caught by the weir, those extracted in the clarifying process, and those recovered from backwashing the filters would serve as catalyst for the aeration process as needed. Excess sludge, about 3,000 pounds monthly, would undergo "aerobic digestion," before being removed to Brevard County's Central Disposal Facility on Adamson Road, for disposal there. Gar- Con's Exhibit No. 7. Primary and secondary drinking water standards would be met by the effluent as it left the plant (although the engineer who designed the system would not drink the effluent himself), except that, from time to time, nitrate concentrations might reach 12 milligrams per liter, and except in the "event that a homeowner might put some type of [inorganic toxic or carcinogenic] material into the sewer system." (T. 86) The biological oxygen demand (BOD) would be ten milligrams per liter; suspended solids would probably amount to about five milligrams per liter; pH would probably be slightly under seven; nitrates would average approximately eight milligrams per liter but would "peak out at certain times during the year, for maybe extended periods up to two months, at twelve milligrams per liter," (T. 80); and there would be a chlorine residual after 60 minutes of two milligrams per liter. AMBIENT WATERS There would be no direct discharge to the Atlantic Ocean, Indian River or any other body of surface water, nor would any indirect effect on surface waters be measurable. No body of surface water lies within 500 feet of the site proposed for the plant and soakage trenches. Potable groundwater underlies the site; the groundwater table slopes toward the Atlantic Ocean, 9.5 to 12.5 feet below ground. "[D]uring the traditional rainy season," Gar-Con's Exhibit 2B, Attachment, p.3, the groundwater may rise to within seven feet of the surface. The PVC pipes in the soakage trenches are to be placed two and a half feet deep. As effluent percolated through the sandy soil, there would be "mounding" of the groundwater underneath the soakage trenches, and dispersal in all directions. Surface flow is to be diverted from the soakace trenches so that only rainwater falling directly on them would percolate down through the gravel beds. Taking soil characteristics into account, and assuming a "water table depth" of 20 feet, an engineer retained by Gar-Con predicted that "the maximum expected groundwater rises beneath the east and west trenches are 2.4 and 2.1 feet, respectively under a loading of 100,000 gpd for a period of 7 days." Gar-Con's Exhibit No. 3. The water table depth, "the height, the top of the groundwater from the first restrictive layer," (T. 172), is probably more like 40 feet than 20, which accounts in part for the "conservatism" of the mounding predictions. Under very severe weather conditions (a 100 year storm), groundwater would rise as high as the bottom of the trenches making them unavailable to receive effluent, but the effluent would not be forced above ground. In a 100 year flood, water would be expected to rise to seven feet above mean sea level. Under such conditions, people could be expected to evacuate the area. In a 25 year storm, the system could be expected to continue to function. Groundwater to the north and east of the proposed site was sampled, and the samples were analyzed. The water to the north had 380 milligrams of chlorides per liter and the water to the east had 450 milligrams of chlorides per liter. As it left the proposed treatment plant, the effluent would contain approximately 150 milligrams of chlorides per liter. SOUND AND LIGHT Lights like those used as street lights are to be installed at four places in the wastewater treatment plant. A timer, which can be overridden, would turn the lights on at dusk and off at eleven o'clock at night. The lights would illuminate the plant adequately. Pumps would move sewage to and through the proposed plant. Most of the pump motors would be submerged and unable to be heard. Two electric blowers, a flow meter and a totalizer would also have electrical motors. The blowers and the blower motors are to be equipped with insulated fiberglass covers and the blowers would also have intake and double outlet silencers. Four feet from the plant the noise of the motors would be comparable to that of a home air conditioning unit. At the nearest residence the noise level would scarcely exceed background noise. At hearing, Gar-Con revised its application and agreed to install an emergency generator which would also be encased in insulated housing and is to be equipped with a muffler. AEROSOL AND ODOR Unless the proposed plant loses electric power for 24 hours or longer, no offensive odors would emanate from it. The bar rack and weirs would be regularly hosed down. Against the possibility of a power failure, Gar-Con agreed at hearing to install permanently an emergency generator with sufficient capacity to keep both the wastewater treatment plant and the water treatment plant it plans to build operable. No aerosol drift is foreseen. The surface of the liquid In the aeration tanks would be 1.4 feet below the top of the rim. Walkways four feet wide along the inside perimeters of the aeration holding tanks would prevent dispersal of most of aerosol. A decorative hedge around the treatment plant, which would eventually be 15 feet high, is a final fail-safe. WELLS To the north are two shallow wells within 500 feet of the site proposed for the wastewater treatment plant. Both wells belong to Kel Fox, who wrote Gar-Con that he had no objection to their proposed wastewater treatment facility in light of Gar-Con's agreement to furnish drinking water to existing facilities on his property and reimburse him expenses incurred in disconnecting the two shallow wells. Gar-Con's Exhibit 2E. There is a deep well within 500 feet to the south. DER and Gar-Con have entered into the following stipulation, dated September 2, 1983: Existing Wells. Prior to the operation of its waste water treatment plant, Gar-Con will offer to supply drinking water at a reasonable cost to owners of property on which are located operational or approved shallow drinking water wells that are within 500 feet of Gar-Con's land application site. Gar-Con will make this offer to all such owners known to it prior to the operation of its plant. Gar-Con will further offer to provide reasonable compensation to such owners to disconnect their shallow wells. Gar-Con will endeavor to arrange for provision of drinking water to these owners and the disconnection of those wells prior to the operation of its plant. Future Wells. Should nearby individual (non-corporate) property owners propose to construct shallow drinking wells located within 500 feet of Gar-Con's land application site after Gar-Con begins operation of its waste water treatment plant, Gar-Con also will offer to supply them with drinking water at a reasonable cost and to provide reasonable compensation to them to disconnect those wells. However, Gar-Con shall have no obligation to make any such offer to owners of future wells if sampling of monitoring wells located at or near its external property line indicates that the groundwater meets the primary drinking water standards and, after July 1, 1985, the secondary drinking water standards listed in Florida Administrative Code Rule 17-22.104. Gar-Con agrees to record a master notice of restriction barring future owners of lots within the Ocean Way development, which are owned by Car-Con at the time of permit issuance, from installing shallow drinking water wells on such property or otherwise using the shallow aquifer beneath their property as a source for irrigation or for potable water, so long as use of the proposed sewage disposal system continues, and the Department has not found that this restriction is unnecessary. This restriction, which shall be a covenant running with the land, further shall require future owners to purchase water from Gar-Con or any successor owner of the development's water system if Gar-Con or the successor provides water service. These restrictions also shall be contained in all other appropriate documents of title. In addition, Gar-Con plans to create a non-profit water and sewer association to own and control the development's water and sewer system. Gar-Con will include in the Articles of Incorporation of this association a requirement that all property owners served by the system must be members of the Association. Gar-Con is entitled to a zone of discharge extending to its current property line with the exception that the zone of discharge shall not include the area contained within a 100' radius of Gar-Cons's proposed water supply wells. DER Staff concurs that the above conditions, in conjunction with the sewage treatment and disposal system and the groundwater monitoring program proposed by the applicant, to meet the requirements of Chapter 17-4, F.A.C. will provide reasonable assurance that existing and future off-site and on-site property owners will be protected from any adverse effects that might result from the operation of the proposed sewage treatment disposal system. Petitioner's Exhibit No. 10. There are to be a half dozen monitoring wells to allow sampling of the groundwater at strategic points in the shallow aquifer. NATURAL RESOURCES Turtles nest in the general vicinity but off the site of the proposed project. Construction and operation of the proposed waste water treatment facility would have no impact on the turtles apart from making it possible for more people to live closer to where they nest.
The Issue The issue is whether Respondent should be required to obtain a current operating permit for his aerobic treatment unit and have a $500.00 fine imposed for violating an agency rule for the reason cited in the Citation for Violation issued by Petitioner on December 1, 1999.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: In this dispute, Petitioner, Department of Health (Department), has alleged that Respondent, Dr. Anthony Massaro, a retired public health physician, failed to obtain an annual operating permit for an aerobic treatment unit (ATU) located at his residence at 3402 North Oceanside Boulevard, Flagler Beach, Florida. The Flagler County Health Department (Health Department) is charged with the responsibility of issuing such permits. That department is under the direction and control of Petitioner. While Respondent readily admits that he failed to obtain a permit, he contends that he was misled by the Health Department when he first installed an ATU at his residence; the Health Department is not enforcing the law regarding ATUs and thus another system would be more appropriate; and the law, as he interprets it, allows him to install another type of on-site sewage disposal unit on his property. Respondent purchased his property in Flagler County in 1997. The property is located in Ocean View Estates Subdivision (subdivision), which has an Urban Single-Family Residential District (R-1b) zoning classification under the Flagler County Land Development Code (Code). Section 3.03.05A of the Code requires that owners within the R-1b classification use "public or community water and sewer facilities," but makes an exception for "[s]mall R-1b subdivisions, fifty (50) lots or less, utilizing a public community water system," in which case residents "may utilize Class I aerobic onsite sewage disposal systems." Further, "[t]he use of individual onsite sewage disposal systems must be consistent with adopted county policies and standards." Because the subdivision has 50 lots or less, and public or private sewer facilities were not available in the area, the subdivision's Plat Agreement recorded in 1995 provided that "[i]ndividual aerobic onsite sewage disposal systems are to be permitted and constructed as each lot is developed." Another type of onsite sewage disposal system is the anerobic system, which has a septic tank and larger drainfield, is far less expensive, but does not conform with "county policies and standards" in this locale. Thus, this type of system requires a variance from the zoning regulations before one can be installed in the subdivision. Even so, Respondent says "all" of his neighbors have installed such a system. Because of the Plat Agreement, the zoning restriction, the difficulty in obtaining a variance, and the lack of a sewer line, Respondent had no choice except to use an ATU system for his residence. This meant that he had to apply for a permit from the Health Department. Once a permit is obtained and an ATU installed, the owner must renew his operating permit annually at a cost of $150.00, and he must enter into a maintenance agreement with a licensed contractor. The $150.00 fee is used to defray the costs incurred by the Health Department in making quarterly inspections and performing annual sampling and laboratory analysis of effluent. The record does not reflect precisely when a sewer line became operational across the street from Respondent's property, but the sewer project was accepted "for service" in April 1998, or before Respondent's ATU was installed in August 1998. Had Respondent known this, he would have obviously chosen that option rather than an ATU. The evidence reflects that in November 1997 Respondent made application for an ATU with the Health Department, a permit was issued in December 1997, and the system was installed and approved in August and September 1998, respectively. In early April 1998, the Health Department was advised by the private utility company that it would accept new sewer connections in a service area that included Respondent's home. However, Health Department representatives made no mention of this to Respondent since they were under the impression that he desired to use the ATU option, they do not normally "counsel" applicants on onsite sewage disposal system options, and Respondent had made no inquiry. Disclosure of this fact would have saved Respondent considerable money (and grief) in the long run; unfortunately, however, while good public relations would dictate otherwise, the Health Department had no legal obligation to do anything other than process the pending application. Likewise, it has no obligation in law to now pay the costs for Respondent to hook up to the line because of its non-disclosure. Respondent has now invested more than $5,000.00 in his ATU. This type of system is operated by a compressor in Respondent's garage, which must be run 24 hours per day, and is very noisy. Because of this, Respondent understandably wishes to change to an anerobic system, which has a traditional septic tank, larger drainfield, no unsightly "mound" in the yard, no annual permits, and is far cheaper than an ATU. Also, it does not require a noisy motor to sustain operations. However, this type of system is prohibited by the Code except where a variance from Flagler County (County) has been obtained. It appears to be unlikely that Respondent can obtain a variance from the County. Because Respondent's property is so low in relation to the sewer line, to achieve the proper gravity, he must install a lift station and pay a connection fee, both totaling $3,540.00, before hooking up to the sewer system. Given these costs, and the considerable investment he already has in an ATU, Respondent does not consider this to be a viable alternative. Respondent pointed out that, despite the requirement that they do so, many ATU owners in the County are not running their systems 24-hours per day because of the noise from the compressor. He also pointed out that the Health Department has consistently found numerous violations of such systems during its inspections. He further asserted that while the $150.00 annual fee is to defray certain sampling and laboratory analysis costs associated with inspecting ATUs, the Health Department has done neither on his ATU. Finally, Respondent pointed out that prior to 1999 the regulations were enforced by sampling the compliance of a very small percentage of total ATU systems (ten percent), rather than all systems, in the County. Given these considerations, Respondent concludes that ATUs are the least effective way to treat sewage, and that existing laws and regulations have not been enforced. Assuming these allegations to be true, and they were not seriously disputed, they are legitimate concerns. However, until the law is changed, they do not constitute a lawful basis for allowing Respondent to switch to an anerobic system. Respondent further contended that under his interpretation of the general law, which was not fully understood by the undersigned, he is not required to use an ATU. But local zoning regulations clearly require that he do so, and until the state or local regulations are changed or waived, he cannot use an anerobic system. Finally, Respondent has cooperated with the Department throughout this process. With his lengthy public health background, Respondent initiated this action with good intentions, seeking to point out the flaws in the ATU systems, and to remedy a problem which none of his neighbors apparently have. Given these considerations, a civil penalty should not be imposed.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a final order sustaining the charge in the Citation for Violation and requiring that Respondent obtain an annual permit for his ATU. A civil penalty is not warranted. DONE AND ENTERED this 20th day of June, 2000, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER 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 20th day of June, 2000. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 Charlene J. Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Dr. Anthony Massaro 3402 North Oceanside Boulevard Flagler Beach, Florida 32136 Amy M. Jones, General Counsel Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
The Issue Whether the Petitioner's Application for Variance from Chapter 10D-6, FAC Standards for Onsite Sewage Disposal Systems should be approved?
Findings Of Fact By letter dated September 9, 1986, the County Engineer for Volusia County, Florida, denied the Petitioner's request for expedited subdivision. On or about October 15, 1986, the Petitioner filed an Application for Variance from Chapter 10D-6, FAC Standards for Onsite Sewage Disposal Systems (hereinafter referred to as the "Application"). On or about November 12, 1986, the Volusia County Health Department recommended denial of the Application. By letter dated November 24, 1986, the Respondent advised the Petitioner that his Application had been placed on the agenda of the Variance Review Group's December 4, 1986 meeting. By letter dated December 16, 1986, the Respondent informed the Petitioner that the Application was denied. By letter dated January 7, 1987, from the Petitioner's counsel, the Petitioner requested a formal administrative hearing to contest the proposed denial. The property involved in this case is located at 1083 Sheri Boulevard, Daytona Beach, Volusia County, Florida (hereinafter referred to as the "Property"). The Petitioner's parents originally owned 10 acres of property. By warranty deed dated September 12, 1958, the Petitioner's parents gave the Petitioner the Property which consisted of two lots from the ten acres, described as follows: The Easterly 149 feet of the Westerly 295 feet of the Southerly 1/2 (one half) of Lot 140, Blake, as per map in Map Book 1, page 38, of the public records of Volusia County, Florida. The Petitioner's parents also gave five acres of the ten acres to another individual in 1958. This property was developed as a mobile home park. The Property measures 150 feet x 150 feet. The property immediately to the west of the Property is currently owned by the Petitioner's Father. It measures 155 feet x 150 feet. Between 1958 and 1960 the Petitioner began construction of a single- story house on the Property. Also between 1953 and 1960 the Petitioner placed a mobile home on the Property. The Petitioner and his family lived in the mobile home while his house was being constructed. Two septic tanks were placed on the Property sometime between 1958 and 1960. The mobile home located on the Property was hooked up to one of the septic tanks. In 1960 construction of the house was completed and the Petitioner and his family moved into the house. The mobile home remained on the Property until 1961 when it was permanently removed. When construction of the house was completed, both septic tanks were connected to the house. Since 1961, trailers have been temporarily on the Property and have been hooked up to one of the septic tanks. Use of the septic tank by trailers has been infrequent, however, since 1961. Recently the Petitioner placed a mobile home on the Property and hooked it up to one of the septic tanks. The Petitioner was cited by the Volusia County Code Compliance Board for having the mobile home located on the Property. Subsequent to the action by the Volusia County Code Compliance Board the Petitioner attempted to subdivide the Property. The Petitioner proposes using a portion of the Property and a portion of his Father's adjoining property to create a lot 60 feet by 150 feet. The evidence failed to prove how much of the Property and how much of the Petitioner's Father's property would be used to create the new lot. The Petitioner wants to put a mobile home on the new lot and hook it up to one of the existing septic tanks on the Property. The Petitioner plans to provide the mobile home as a home for his daughter who is unemployed. Both of the existing septic tanks on the Property would remain on the Property if the subdivision is approved. The Property is .39 acres and the Petitioner's Father's adjoining lot is .48 acres. The Property and the Petitioner's Father's adjoining property have existing single story residences and use wells located on the property. The private well on the Property is less than 75 feet from the septic tanks. If a new lot is created, it will be located between the Property and the Petitioner's Father's property and all three lots will be less than 1/2 acre in size. The two septic tanks on the Property are larger than normal and the Petitioner is not aware of any problem with the two tanks. The Petitioner does not believe that there has been any contamination of his well caused by the septic tanks. Mobile homes are located in the mobile home park and on other lots in the area of the Property. The mobile homes are located on lots of less than 1/2 acre and they use septic tanks. There is therefore, a high concentration of septic tanks in the area. Mobile homes are frequently moved on and off property in the area but other lots do not remain vacant for any appreciable time. The Respondent reviewed the Petitioner's Application in accordance with its Rules.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Petitioner's Application be denied. DONE and ENTERED this 24th day of April, 1987, in Tallahassee, Florida. LARRY J. SARTIN 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 24th day of April, 1987. COPIES FURNISHED: Mr. Sam Power, Clerk Department Of Health and Rehabilitative Services 1323 Wine wood Boulevard Tallahassee, Florida 32399-0700 Mr. Gregory Coler, Secretary Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 James L. Rose, Esquire Rice and Rose Post Office Box 2599 Daytona Beach, Florida 32015 Frederick J. Simpson, Esquire District IV Legal Counsel Department of Health and Rehabilitative Services Post Office Box 2417 Jacksonville, Florida 32231-0083
