Findings Of Fact J. Armand Martin is the owner of a lot located in Pasco County, Florida, which includes an island surrounded by a body of water known as Sleepy Lagoon and a 15-foot strip of land on the mainland. This case arose out of Martin's efforts to develop this lot and construct a personal residence on the island. Residential dwellings surround the lagoon and Martin's island. In order to build a residence on the island, Martin had to install a septic tank. To install a septic tank Martin had to apply for a permit to install an individual sewage disposal system. It was Martin's original intent to locate the sewage treatment facility on the mainland and pipe the sewage over the bridge he planned to build to access his island. Martin made application for the required septic tank permit to the Pasco County Health Department. The inspector from the Pasco County Health Department was taken aback by the situation she encountered when she did the preliminary inspection and called in her supervisor, Donald Van Kampers, for assistance. Van Kampers eventually inspected the island and suggested that Martin put his individual sewage disposal system on the island itself, pointing out that because the island was so low the installation would probably have to include a sand filter system and possibly a chlorinating system. Van Kampers also advised Martin that he would have to seek a variance from the Staff Director of the Health Program Office pursuant to Rule 10D-6.21, Florida Administrative Code, because the island was so narrow that the system would be within 50 feet of the lagoon's waters contrary to Rule 10D-6.24(4), Florida Administrative Code. Martin received assistance from Van Kampers on his application for the variance. This application called for the filing of a site plan drawn to scale. In addition to being surrounded by Sleepy Lagoon, Martin's island circumscribes a small body of water variously referred to as a pond, lagoon and even "wetlands." Martin transmitted to Van Kampers a surveyor's drawing of his island which did not show the island's own small body of water. In an effort to assist Martin, Van Kampers filled in the proposed location of Martin's house and the individual sewage disposal system (septic tank with sand filter) on this surveyor's drawing, attached it to Martin's request for a variance and forwarded it to the Staff Director for the Health Program Office together with a recommendation of approval by the Pasco County Health Unit. This drawing did not show the body of water on the island. The Staff Director forwarded the application to the Review Committee which he appoints to review applications for variances. There is no evidence that Martin saw this drawing prior to the Review Committee's approval of the variance which, with the affirmative recommendation of the Pasco County Health Unit, was summarily granted. Subsequently, several of the residents surrounding Sleepy Lagoon and Martin's island became concerned about the potential problems which Martin's individual sewage disposal system would have on their lagoon, its environment and its ecology. Their complaints eventually came to the attention of the Staff Director of the Health Program Office, who in turn forwarded the matter to John Heber, the Department's representative to the Review Committee, for investigation. Heber conducted a personal inspection of Martin's island and compared it with the drawing filed by Van Kampers in Martin's behalf. Heber found that according to the drawing the individual sewage disposal system would be located in the middle of the water on Martin's island. Having made this discovery, Heber initiated actions which resulted in the Issuance of an Administrative Complaint to have the variance issued Martin rescinded. The Administrative Complaint alleged that Martin had "misrepresented" facts on his application for the variance by not showing the water on his island. Martin made a timely request for a formal hearing on the allegations. Martin did not fill out the drawing which accompanied his application. It was filled out by Van Kampers, who did not draw in the island's water and put the individual sewage disposal system in the middle of where the water is currently located. Van Kampers and his supervisor, both of whom visited the island, did not consider the water on the island subject to the rules which call for the reporting of lakes, streams or canals. See Rule 10D-6.23(2)(a), Florida Administrative Code. In regard to their classifications of surface waters, they are the officials charged under the regulatory scheme with determining when applicants must seek a variance. Applicants must seek a variance when, like Martin, their septic tanks are too close to certain surface waters. See Rule 10D-6.24(4), Florida Administrative Code. Clearly, they determine when a permit will be issued, when an applicant is required to seek a variance, and what waters must be reported on the scale drawing. In the instant case they classified Sleepy Lagoon as protected waters requiring Martin to seek a variance and the water on the is land as unprotected waters not requiring their inclusion on the drawing, because they determined the water was not a lake, stream or canal. The facts show that this water is not a lake, stream or canal. Under the Department's policy a sewage system can only be constructed as drawn and presented in the application for a variance. If the system in question were constructed, it would require the filling of the area where the water is located. The drawing accurately reflects the post-construction situation with the water not shown.
Recommendation The foregoing Findings of Fact and Conclusions of Law show J. Armand Martin did not misrepresent his application; therefore, the facts of the allegation are not proven, and the variance should not be revoked. DONE and ORDERED this 3rd day of April, 1981, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN, 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 3rd day of April, 1981. COPIES FURNISHED: Barbara Dell McPherson, Esquire Department of HRS 2255 East Bay Drive Post Office Box 5046 Clearwater, Florida 33518 Mr. J. Armand Martin 4 Sunset Boulevard Bailey's Bluff Tarpon Springs, Florida 33589
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 On May 6, 1986, George Bailey, doing business as Bailey's Septic Tank Service pursuant to a permit to operate a septic tank cleaning service, pumped out and cleaned the septic tank located at 474 Hinton Street, Port Charlotte, Florida, owned by Davina Hall. On May 21, 1986, upon inspection of that septic tank by Warren McDougall and Dale Holcomb on the complaint of the owner, it was determined that the septic tank inspection hatch lid was not properly sealed. There was a hole where the corner of the inspection hatch lid had been broken off and the soil over the tank was not properly replaced and compacted. The only evidence as to whether anyone else did work on that septic tank after Bailey's and before the inspection was the testimony of the inspectors and Bailey about what they were told by others. That evidence is all hearsay and cannot be relied upon to base a finding under these circumstances. Accordingly, it cannot be found that Bailey's left this tank unsealed and damaged. On September 26, 1985, Bailey's serviced the septic tank located at 1043 Webster Avenue, Port Charlotte, Florida, at the request of Robert Keniston acting as agent for the owners, Mr. and Mrs. Caggiano. The house was vacant when the work was done, but Keniston observed the work in progress. On May 27, 1986, an inspection of the septic tank by Warren McDougall and Emmery Wuthrich of the Charlotte County Health Department revealed that the access lid was broken and had not been sealed. David Sandefer, the employee of Bailey's who performed the work, acknowledged that he left the tank with a broken lid and unsealed because Keniston told him to do so and would not pay the $40 to replace the lid. Keniston denies this and says he did not know of the broken lid until the inspection. Having observed the demeanor of the witnesses, it is found that Keniston's testimony is more reliable and credible in this regard. On June 10, 1986, the Sarasota County Health Department received a complaint that a Chevrolet pump truck, white cab with a red tank, was dumping sewage and had magnetic signs saying it was a pressure cleaning service. The complaint was being investigated by John Madrak that same day when he saw a truck fitting the description parked at the Frosted Mug, a restaurant in Venice, Florida. There were no signs on the truck. Madrak also observed a puddle under the tank caused by a leak from the outlet valve on the tank. Madrak saw work order forms in the cab of the truck saying Bailey's Septic Tank Service. Madrak talked to the driver of the truck, David Sandefer, and was told that the truck was owned by Bailey, but was not being used for septic tank cleaning. Sandefer said it had just been repainted. The driver left the Frosted Mug and Madrak followed at the instruction of his supervisor. After a lengthy chase, the truck stopped at a convenience store and Bailey, Madrak, Venice Police Officer Dodd and Sheriff's Deputy Lowen converged on the scene. Bailey acknowledged ownership of the truck, but indicated that it was being used as a water tank truck in a pressure cleaning business and not as a septic tank pump truck. It had been repainted and had not been used for septic tank service for 4 to 6 weeks prior thereto. Bailey owns two other pump trucks that were being used in the septic tank business. The truck had hoses and shovels consistent with use for pumping septic tanks. The truck had no signs indicating by whom it was being used. The truck was leaking from the outlet valve, but no evidence was presented as to the substance leaking from the truck. No one sampled, touched or smelled the leaking material and no one looked in the tank to see what was inside. At no time did anyone observe the truck in the act of pumping sewage.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health and Rehabilitative Services enter a Final Order and therein Dismiss the complaint in Case No. 86-2107. Find the Respondent guilty of the violations alleged in Case No. 86- 2633. Dismiss the complaint in Case No. 86-2624. Suspend the septic tanking cleaning service permits of George E. Bailey, doing business as Bailey's Septic Tank Service, for a period of one year and impose a fine of $500.00. DONE and ORDERED this 15th day of October, 1986, in Tallahassee, Florida. DIANE K. KIESLING 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 15th day of October, 1986. APPENDIX TO RECOMMENDED ORDER The following constitute my specific rulings pursuant to Section 120.59(2), Florida Statutes, on all proposed findings of fact submitted by the parties to this case. Specific rulings on proposed findings of fact of Petitioner Case No. 86- 2107 Each of the following proposed findings of fact are adopted in substance or as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(1); 2(2); 3(2). Proposed findings of fact 4 and 5 are unnecessary. Specific rulings on proposed finding of fact of Petitioner Case No. 86-2623 Each of the following proposed findings of fact are adopted in substance or as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(5); 3(5); 5(4); 6(4); 7(5); 8(4). Proposed findings of fact 4, 9 and 10 are unnecessary. Proposed finding of fact 2 is subordinate to the facts actually found. Specific rulings on proposed finding of fact of Petitioner Case No. 86-2624 Each of the following proposed finding of fact are adopted in substance or as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(7); 1(7); 3(7); 4(8); 5(8); 6(8); 8(9); 9(10); 10(11); 11(11); 12(12). Proposed findings of fact 13, 14, 15, and 17 are unnecessary. Proposed findings of fact 7 and 16 are subordinate to the fact actually found. Specific rulings on proposed findings of fact of Respondent Case No. 86- 2107 Proposed finding of fact 1 is adopted in substance as modified in Finding of Fact 1 and proposed finding of fact 2 is similarly adopted in Finding of Fact 2. Proposed findings of fact 3, 4, 5, 6 and 7 are subordinate to the facts actually found. Proposed finding of fact 8 is unnecessary. Specific rulings on proposed findings of fact of Respondent Case No. 86- 2623 Each of the following proposed findings of fact are adopted in substance or as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(4); 2(4);; 3(4); 4(5). Proposed findings of fact 5, 6, 7, 8, 9, and 10 are subordinate to the facts actually found. Proposed findings of fact 11 and 12 are unnecessary. Specific rulings on proposed findings of fact of Respondent Case No. 86- 2624 Each of the following proposed findings of fact are adopted in substance or as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(7); 3(13); 4(12); 6(8); 7(13); 8(13); 10(11); 11(11); 12(11). Proposed findings of fact 2 and 9 are subordinate to the facts found. Proposed finding of fact 5 is rejected as not supported by the credible evidence. Proposed finding of fact 13 is unnecessary. COPIES FURNISHED: Anthony N. DeLuccia, Jr., Esquire Post Office Box 06085 Fort Myers, Florida 33906 Robert B. Bennett, Jr., Esquire 46 N. Washington Boulevard, Suite 13 Sarasota, Florida 33577 William Page, Jr., Secretary Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32301
The Issue Whether the August 30, 1988 application of Petitioner James R. Regan for a permit to operate a wastewater (sewage) treatment facility should be granted in that Petitioner has provided reasonable assurances that the operation of the facility will not discharge, emit, or cause pollution in contravention of Department of Environmental Regulation standards or rules.
Findings Of Fact The sewage treatment plant that is the focus of this proceeding is "Weakley Bayou, Inc.," a corporation. The real property upon which it is located is owned by the wife of James R. Regan. Despite corporate status, Weakley Bayou, Inc. has been operated at the option and control of James R. Regan since its inception in the early 1970's. The permit application here at issue was made in Mr. Regan's name, and he has been treated as if he were the corporation throughout all stages of the permit process. Mr. Regan brought the Petition for Formal Hearing in his own name. He was also accepted as the qualified representative for himself and the corporation. "Weakley Bayou, Inc." is an aerobic gravity flow wastewater treatment plant located in Escambia County. In 1988 James R. Regan applied for a renewal of the operating permit for the facility. The Department of Environmental Regulation (DER) issued an Intent to Deny on December 16, 1988, based on agency perceptions derived from observations, monitoring of Petitioner- generated reports, and grab samples, that the facility did not meet the requirements set down in Rule 17-6 F.A.C. Specifically, the Intent to Deny focused on the following problems: A reclaimed water sample taken on December 6, 1988 revealed the facility was exceeding BOD5 (Biological Oxygen Demand) and TSS (Total Suspended Solids) limits in violation of specific condition number 17 of Permit Number D017-71682. The BOD5 was 232.8 mg/l and TSS was 1,430 mg/l. The same sampling showed the facility was exceeding 200/100 ml for fecal coliform in violation of specific condition number 17 of permit number D017-71682 and Rule 17- 6.180(1)(b)4.d., Florida Administrative Code. The fecal coliform was 79,000/100 ml. Ground water monitoring samples show the levels of nitrates in excess of 10 mg/l in well #l on two out of last four quarterly samples, which is in violation of Rule 17- 6.040(4)(q) paragraph 4.2, Florida Administrative Code. During the inspection on December 6, 1988, the sludge blanket in the clarifier was overflowing the weirs, solids had accumulated in the chlorine contact chamber and percolation ponds in violation of Rule 17- 6.110(3) and 17-6.180(2) (e) , Florida Administrative Code. Auxiliary electrical power is not provided as required by Rule 17-6.040(4) (c) and 17-6.110(3), Florida Administrative Code. The applicant was notified March 14, 1988, that emergency power would be required. During the period (1984-1988) that Petitioner's sewage treatment plant has been permitted by DER, it has been periodically inspected and the Petitioner's self-generated reports have been monitored. From time to time after inspections, Petitioner has been notified of pollution and contaminant hazards or violations pursuant to agency standards, which hazards or violations required corrections in order to retain his permit. Among these hazards and violations have been noted large sewage spills, overflows, poor equipment condition, and substandard plant operation. In most instances, Petitioner cooperated with DER and at least attempted to adjust the plant's operation to conform to the notifications. However, as of December 15, 1988, DER notified Petitioner of the following problems with the plant: sludge blanket in the clarifier overflowing the weir, solids accumulation in the chlorine contact chamber, solids accumulation in both percolation ponds, no auxiliary power on the site, and high levels of nitrates (6.9 ppm) in Monitoring well -1. DER's test of an effluent grab sample tested BOD at 232.8 mg/L and Total Suspended Solids (TSS) at 1430 mg/L. That is, samples taken by DER during an inspection indicated excessive levels of TSS, BOD, and fecal coliform, in violation of Chapter 403 F.S. and Chapter 17-6 F.A.C. Mr. Regan admitted that for approximately four years, broken and unrepaired pipes and fittings at his plant had caused sewage spills or overflows of approximately eight thousand gallons of sewage sludge. He contended that the surface enrichment around Monitoring Well #1 was caused by a separation of a two-inch PVC skimmer line which was corrected in March 1988. Although Mr. Regan established that the leak in the pipe had been repaired, the evidence does not permit a finding that this enrichment was solely from that source, that it will dissipate over a reasonable time, or that it has not polluted the ground water. 1/ Thus, there is no reasonable assurance that fixing the leak, by itself, protects the environment. Over a period of time, Petitioner's own groundwater monitoring reports showed excessive nitrate levels and these have worsened since late 1988, according to witness Ray Bradburn. Petitioner contended that a grab sample is not as accurate as a composite sampling. Although DER witnesses concur in this contention of Petitioner with regard to grab samples generally, and although one DER witness suggested that part of the December 1988 grab sample reading by itself would not cause him to deny the permit, no credible evidence disputes the accuracy of the December 6, 1988 grab sample as a grab sample.2/ Petitioner admitted that it was and continues to be his conscious management decision to keep the plant's auxiliary gasoline powered engine locked away from the plant site so as to discourage theft and vandalism, and so as to discourage childish curiosity which might expose Petitioner to liability. He was reluctant to secure the engine on the premises as a hedge against emergency shutdowns of the plant. Mr. Regan, upon advice of outside engineers, has attempted to correct many of the cited errors and omissions. However, notwithstanding the DER's express disapproval of such a method, Mr. Regan has instructed his plant operators to curtail the input of air from the plant's blower to the sewage at night so as to create a "belching" effect designed to clear out certain wastes and thereby attempt denitrification in the clarifier. DER witnesses did not explain in any detail why Regan's belching procedure was unacceptable except that addition of an expensive denitrification unit was preferable and constituted a "reasonable assurance," whereas Mr. Regan's method had not been demonstrated to be successful in the past. Mr. Regan, who bears the burden of proof in these proceedings, did not demonstrate that his "belching" system was a reasonable assurance of denitrification or offer expert witnesses to support such a theory. This sewage treatment plant is subject to a Notice of Violation which became final on September 21, 1989. 3/
Recommendation Upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Regulation enter a Final Order denying the pending permit application. DONE and ENTERED this 31st day of January, 1990, at Tallahassee, Florida. ELLA JANE P. DAVIS, 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 31st day of January, 1990.
The Issue The issue is whether Petitioner created a sanitary nuisance in violation of Florida Administrative Code Rules 64E- 6.022(1)(l) and 64E-6.022(1)(q) and, if so, the proper penalty.
Findings Of Fact The Department of Health, Duval County Health Department (Department), is the state agency charged with enforcing the statutory and regulatory provisions pertaining to septic tank installations and repairs in Florida, pursuant to Section 381.0065, Florida Statutes, and Florida Administrative Code Sub-Chapter 64E-6. Mr. Hoag is registered as a Septic Tank Contractor pursuant to Florida Administrative Code Rule 64E-6.019. He was issued registration no. SR0911053. It was necessary to install a new septic tank at residences located at 8817 and 8821 Bellrose Avenue, in Duval County, during March 2004. The owner of the premises, Ben Lewis, contracted with Florida Septic Tank Service, Inc., to accomplish this work. A repair application was submitted to the Department on March 8, 2004, and was approved. Florida Septic Tank Service, Inc., engaged Mr. Hoag, of Plumbing and Contracting by Hoag, to accomplish the plumbing portion of the operation. Sometime on April 8, 2004, the exact time not being estimated, Mr. Hoag disconnected the stub from the residences that ran to the former septic tank. This was done so that pipes could be run to a new septic tank. He neither connected the line that he disconnected to the new septic tank nor capped the pipe. Mr. Hoag requested the occupants of the residences to refrain from using the sanitary facilities within the residences until he was able to continue his work on April 9, 2004. Despite this request, the facilities were used between April 8, 2004, and April 9, 2004. On April 9, 2004, sometime prior to 11:45 in the morning, Colleen Bierbach, an inspector with the Department, entered the premises of 8817 and 8821 Bellrose Avenue and observed household wastewater and human fecal matter on the ground at the terminus of the stub. Pictures were taken that memorialized the nature of the deposits. Inspector Scott Turner, of the Department, issued a citation to Mr. Hoag that indicated that the offense occurred at 11:45 a.m. on April 9, 2004. The citation reflected a violation of Section 386.041(1)(a), Florida Statutes, and Florida Administrative Code Rule 64E-6.022(1)(l) and (q). With regard to Florida Administrative Code Rule 64E-6.022(1)(l), the citation charged only that he committed, "Gross negligence, incompetence, or misconduct which causes no monetary harm to a customer." The citation was accepted by Mr. Hoag on April 15, 2004. Mr. Hoag's failure to either connect the line to the new septic tank or to cap the outflow line, caused an unsanitary and unsafe condition to exist at 8817 and 8821 Bellrose Avenue, Duval County, on April 9, 2004. No evidence was adduced as to the exact time that the pipe was opened on April 8, 2004, or as to the exact time that the pipe was closed and the area decontaminated on April 9, 2004.
Recommendation Based upon the Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health, Duval County Health Department, dismiss the citation issued to Mr. Hoag on April 9, 2004. DONE AND ENTERED this 15th day of February, 2006, in Tallahassee, Leon County, Florida. S HARRY L. HOOPER 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 15th day of February, 2006. COPIES FURNISHED: Catherine R. Berry, Esquire Department of Health 515 West Sixth Street Jacksonville, Florida 32206-4311 Robert J. Hoag Plumbing & Contracting by Hoag Post Office Box 7931 Jacksonville, Florida 32238 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Timothy M. Cerio, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Dr. John O. Agwunobi, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701
Findings Of Fact Respondent is registered with Petitioner for performing septic tank contracting services. In early 1991, Mr. Dennis Scott purchased a single family residence at 19169 Acorn Road in Ft. Myers. He purchased it as a rental property. About a year later, he began having problems with the septic tank system. He had the tank pumped out, but the problem returned a short time later. Mr. Scott told his maintenance man to contract with someone to fix the septic tank system. The maintenance man contacted Respondent. They agreed that Respondent would repair the system for $925. The record is silent as to specifically what the maintenance man told Respondent or what he told the maintenance man. In any event, Respondent and Mr. Scott did not converse. Respondent enlarged the existing drainfield, although the record does not indicate that he did so because he was asked to do so by the maintenance man or because Respondent thought that this repair would fix the problem. On May 28, 1992, Respondent and a team of employees appeared at the Acorn Road address to repair the septic tank system. Respondent left the site shortly after the men began work. Mr. Scott had nothing to do with the hiring of Respondent or even with paying him. Because Mr. Scott was unavailable, a friend wrote Respondent a check when the job was finished, and Mr. Scott later repaid the friend. On August 25, 1992, the system backed up again. Mr. Scott was not alarmed because of recent heavy rains. When the system backed up again a month later, Mr. Scott called Respondent, but could not get a call returned at first. Eventually, someone at Respondent's business said that he would come out and take a look at the system. In early December, 1992, the system backed up again and no one had come out to look at it from Respondent's business. At the request of Mr. Scott, another contractor visited the site and, on December 14, 1992, dug up the drainfield. The original drainfield had been installed improperly so as to run slightly uphill. This caused the system to operate inefficiently, although hydraulic pressure was evidently strong enough to draw the sewage through the drainfield. The record is unclear whether the extension installed by Respondent also ran uphill or whether Respondent improperly designed the extension. Mr. Scott and the second contractor testified that the extension ran uphill. However, one of Petitioner's inspectors inspected the drainfield addition before it was covered and certified that it was acceptable, which meant that it did not run uphill. The source of conflicting evidence, inasmuch as it comes from an employee of Petitioner, undermines Petitioner's case. The record is equally deficient to hold Respondent liable for poor design of the Acorn Road drainfield. There is no indication of what Mr. Scott wanted or, more importantly, what the maintenance man told Respondent. In any event, the evidence does not establish that Respondent installed an uphill drainfield. In early 1994, a house was listed for sale at 817 Gleason Parkway in Cape Coral. The listing agent informed the agent who had found a prospective buyer that there might be a problem with the septic tank system. The agent called Respondent's business and asked for a preclosing inspection of the septic tank system. The parties postponed the closing until the inspection could be completed and any necessary funds reserved to fix the system. The drainfield for the septic tank system at 817 Gleason Parkway was elevated due to the relatively high water table in the area. Even so, the system was poorly designed because the drainfield was too low and too small, based upon applicable requirements of law at the time of the original construction of the system and its renovation five years ago. Respondent was familiar with the system. He had reconstructed the system in 1990, although he did not redesign the new system, and had maintained the system since. He was aware that the tank had an automatic alarm that sounded when the fluid level became too high. In fact, Respondent conducted a cursory inspection due to his reliance on the automatic alarm in the tank, the imminent availability of centralized sewer service in the area, and possibly his unwillingness to disappoint a real estate agent by jeopardizing a pending sale. Among other omissions was his failure to probe the drainfield to determine its condition. Had Respondent conducted a competent inspection, he would have found that the stones in the drainfield were greasy, indicative of a failing system. Much of the time sewage water stagnated beside the drainfield mound. If pooled water were not present at the time of his inspection, the tall dollarweed growing on the mound should have alerted him to the prevailing damp conditions. Additionally, Respondent should have noticed lawnmower tracks through the typically soaked areas around the drainfield, as well as the thick grass that was uncut due to the soaked ground under it. Although water may not have been erupting from the drainfield mound at the time of Respondent's inspection, a reasonably close examination of the area would have revealed a small hole where sewage had erupted in the recent past from the mound. Instead, Respondent certified on April 4, 1994, that the "septic tank was in good working order." Respondent had been contacted to inspect the septic tank system, including the drainfield. Respondent was aware of the scope of his assignment, and his certification implied that the entire system was in good working order. Within two weeks after Respondent's certification, the system failed completely. Petitioner ordered the new owner to incur substantial expenses to repair the onsite system until he could tie into centralized sewer services.
Recommendation It is hereby RECOMMENDED that the Department of Health and Rehabilitative Services enter a final order imposing against Respondent a $500 administrative fine and suspending his license for 90 days. ENTERED on March 30, 1995, in Tallahassee, Florida. ROBERT E. MEALE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings on March 30, 1995. APPENDIX Rulings on Petitioner's Proposed Findings 1-2: adopted or adopted in substance. 3: rejected as recitation of evidence and subordinate. 4-5: adopted or adopted in substance. 6-15: rejected as recitation of evidence and subordinate. 16: adopted or adopted in substance. 17-19: adopted or adopted in substance. 20: rejected as unsupported by the appropriate weight of the evidence. Rulings on Respondent's Proposed Findings 1-2: adopted or adopted in substance. 3-4: rejected as unsupported by the appropriate weight of the evidence, recitation of evidence, and subordinate. 5: rejected as irrelevant. 6: rejected as unsupported by the appropriate weight of the evidence, recitation of evidence, and subordinate. 7-9: rejected as subordinate and irrelevant. 10: rejected as irrelevant. The rule speaks of harm to any "person," not to a customer or other person in privity with the contractor. 11: rejected as unsupported by the appropriate weight of the evidence. 12: adopted or adopted in substance, but Petitioner's indirect responsibility does not excuse Respondent's grossly incompetent inspection of the system. 13-14: adopted or adopted in substance. 15: rejected as unnecessary. 16-17: rejected as subordinate. COPIES FURNISHED: Susan Mastin Scott, Senior Attorney Department of Health and Rehabilitative Services P.O. Box 60085 Ft. Myers, FL 33906 Thomas B. Hart Humphrey & Knott, P.A. P.O. Box 2449 Ft. Myers, FL 33902-2449 Kim Tucker, General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Robert L. Powell Agency Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, FL 32399-0700
The Issue The issue presented is whether Respondent Seanic Corporation's application for an operating permit for a domestic wastewater treatment facility should be granted.
Findings Of Fact On January 20, 1994, Respondent Seanic Corporation submitted to Respondent Department of Environmental Protection an application to construct a wastewater treatment and disposal facility. The application requested approval to construct a facility with a design capacity of 15,000 gallons per day and to discharge its treated effluent to G-III groundwater through two Class V injection wells. Although the Department had no rules with specific depth requirements for such wells, the plans that accompanied the application contemplated wells with a total depth of 90 feet below land surface, which would be cased down to a depth of 60 feet below land surface. On February 23, 1994, the Department gave notice of its intent to issue the requested construction permit. Petitioners did not challenge the issuance of the construction permit, and the Department issued the permit on April 22, 1994, with an expiration date of five years after the issuance of the permit. On February 17, 1999, Seanic began construction of the permitted facility, including the construction of the two Class V injection wells. At the time the wells were first drilled, there were no statutes or rules regarding the appropriate depth of underground injection wells at a facility like Seanic's. Construction of the Seanic facility was completed before April 12, 1999, as reflected by the Certificate of Completion of Construction for the permitted facility. On April 21, 1999, Seanic filed with the Department its application to operate the facility. Chapter 99-395, Laws of Florida, became effective on June 18, 1999, approximately two months after the facility was constructed and the operating permit application was submitted. Section 5 of Chapter 99-395 defines the term "existing" to mean "permitted by the Department of Environmental Protection or the Department of Health as of the effective date of this act." Chapter 99-395 imposes different effluent limitations for "existing sewage facilities" than those that are applied to new facilities. For facilities that have a design capacity of less than 100,000 gallons per day, new facilities must provide treatment that will produce an effluent that contains no more, on a permitted annual basis, than the following concentrations: Biochemical Oxygen Demand (CBOD5) of 10 mg/L Suspended Solids of 10 mg/L Total Nitrogen of 10 mg/L Total Phosphorus of 1 mg/L These standards are frequently referred to as the "10-10-10-1 Standard." In accordance with Section 6(4) of Chapter 99-395, "existing sewage facilities" have until July 1, 2010, to comply with the 10-10-10-1 standard. Prior to that date, "existing sewage facilities" must meet effluent limitations of 20 mg/L for both CBOD5 and suspended solids and must monitor their effluent for concentrations of total nitrogen and total phosphorus. The Seanic facility is an "existing" facility, as that term is defined in Chapter 99-395, and, therefore, has until July 1, 2010, to comply with the 10-10-10-1 standard. Section 6(7)(a) of Chapter 99-395 requires Class V injection wells for facilities like Seanic's to be "at least 90 feet deep and cased to a minimum depth of 60 feet or to such greater cased depth and total well depth as may be required by Department of Environmental Protection rule." The Department has not promulgated any rules requiring Class V injection wells to be deeper than the depth prescribed in Chapter 99-395, Laws of Florida. As of January 26, 2000, the total depth of Seanic's injection wells measured 92 and 94.5 feet, respectively. On November 24, 1999, the Department entered its notice of intent to issue the operating permit applied for by Seanic and attached to the notice a "draft permit" with the conditions and effluent limitations that would be applied to the facility. In issuing the notice, the Department determined that Seanic had provided reasonable assurance that the facility will not discharge, emit, or cause pollution in contravention of applicable statutes or the Department's standards or rules. The draft permit included effluent limitations of 20 mg/L for both CBOD5 and suspended solids and required Seanic to monitor its effluent for total nitrogen and total phosphorus, in accordance with Chapter 99-395, Laws of Florida, and the Department's rules for existing sewage facilities. The draft permit notes that Seanic must comply with the 10-10-10-1 standard by July 1, 2010. Because Seanic's condominium development has not been completed and the wastewater treatment facility is not expected to go into operation for approximately one year, the draft permit also requires that the facility be re-inspected and re-certified immediately prior to going into operation. The Seanic facility was designed to create an effluent that is several times cleaner than required by Department rules. The facility uses an extended aeration process that is expected to reduce levels of both biological oxygen demand ("BOD") and total suspended solids ("TSS") to lower than 5 mg/L, concentrations that are 75 percent lower than the effluent limitations in the draft permit. Similar facilities in the Florida Keys have shown that they can achieve BOD and TSS concentrations of less than 5 mg/L. The Seanic facility has also been designed to provide a greater level of disinfection than required by law. While the draft permit requires only that the facility maintain a chlorine residual of 0.5 mg/L after fifteen minutes' contact time, the facility has been designed with larger chlorine contact tanks to provide a chlorine contact time of approximately one hour at anticipated flow rates. The facility operator can also increase residual chlorine concentrations. These facts, along with the reduced TSS levels at this facility, will provide considerably greater levels of disinfection than the law requires. Although the draft permit does not contain effluent limitations for total nitrogen or total phosphorus, the levels of these nutrients expected to be present in the Seanic facility's effluent are approximately 5 mg/L and 2-3 mg/L, respectively. Studies conducted on the rate of movement of phosphorus in the subsurface indicate that some of the phosphorus is rapidly immobilized through chemical reactions with the subsurface soil matrix. Specifically, studies conducted on injection wells in the Florida Keys report that 95 percent of the phosphorus is immobilized within a short time after entering the injection well. Studies conducted on the rate of movement of nitrates in the subsurface indicate that some nitrate migration is also retarded through chemical reactions with the subsurface soil matrix. More specifically, studies conducted with injection wells in the Florida Keys report that denitrification removes approximately 65 percent of the nitrates within a short time after the effluent enters the injection well. In addition to the chemical reduction of phosphorus and nitrogen levels in the groundwater, studies conducted on injection wells in the Florida Keys with a total depth of 90 feet and a cased depth of 60 feet have reported extremely high dilution rates by the time effluent injected into such wells would appear in surrounding surface waters. More specifically, studies using chemical and radioactive tracers have reported dilution rates on the range of seven orders of magnitude, i.e., 10 million times. After undergoing chemical reduction in the groundwater as well as extremely high dilution rates, the levels of nitrogen and phosphorus that would be expected to enter Captain's Cove and the adjacent canals will be infinitesimal, i.e., less than one part per trillion. Such levels would be several orders of magnitude below detection limits of currently available analytical methods. The surface waters in the artificial canals and in Captain's Cove surrounding the homes of Petitioners' members are classified by the Department as Class III waters that are predominantly marine. The permitted levels of fecal coliform bacteria in the facility's effluent (as restricted in the draft permit) are identical to the discharge limits for fecal coliform bacteria in Class III waters that are predominantly marine. The operation of Seanic's facility will not result in discharges of fecal coliform bacteria in excess of the applicable effluent limitations. Petitioners' expert witnesses agree that the facility, as designed, will comply with all of the conditions and effluent limitations in the draft permit. No Department rule or standard will be violated by this facility. The Department has not promulgated any effluent limitations or standards for viruses to be discharged to G-III groundwater or Class III surface waters that are predominantly marine. Petitioners' members use and enjoy the clear waters in their canals and in Captain's Cove. They have had the water quality tested four times a year since 1988. Captain's Cove, along with the adjacent canals, has remained a clear, oligotrophic water body with minimal algae growth. Petitioners' members fear that the introduction of viruses and other microorganisms through the facility's effluent will cause swimming in Captain's Cove and the adjacent canals to be harmful to their health. Their fear has been heightened by newspaper stories about viruses and a publicized study which erroneously claimed that Captain's Cove had high levels of harmful bacteria. Petitioner Port Antigua Property Owners Association ("PAPOA") received notice of the Department's intent to issue an operating permit to Seanic. The president discussed the permit with another resident, a microbiologist, who in turn discussed the facility with geologists and reviewed studies performed in the Florida Keys. Their serious concern over the depth of the injection wells and the possible release of viruses and bacteria harmful to the marine environment and to the public health was expressed throughout PAPOA's petition, and a copy of one of the tracer studies upon which they relied was attached to the petition. The president of Petitioner Port Antigua Townhouse Association, Inc. ("PATA"), who is also a member of PAPOA, discussed the Department's notice of intent with the president of PAPOA and the microbiologist. He also discussed the project with a member of PATA who oversees Broward County's wastewater treatment facility, which has the same effluent limitations as the Seanic facility. PATA members believed they should join with PAPOA and the Lower Matecumbe Key Association in requesting a hearing on Seanic's operating permit. PATA and others have also filed litigation in the Circuit Court against Seanic Corporation and others. That litigation is still pending. Petitioners were not able to cite any statute or rule that would be violated by the Seanic facility's discharge. They believe that since the facility is not yet operating, it should be required to adhere to the stricter effluent standards required for new facilities. They also believe that the Department should consider the harmful effects of viruses and bacteria on the marine environment and on the public health. Petitioners did not file their petitions for any improper purpose. They did not file their petitions for any frivolous purpose or to harass or to cause unnecessary delay or to increase Seanic's costs in obtaining an operating permit for its facility. They believed the language in the Department's notice of intent to issue the permit which advises substantially affected persons that they have a right to an administrative hearing and that the Department could change its preliminary agency action as an result of the administrative hearing process. They believe they are simply exercising a right that they have under the law.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered granting Seanic's application for an operating permit for its domestic wastewater treatment facility but denying Seanic's Motion for Attorney's Fees and Costs. DONE AND ENTERED this 13th day of November, 2000, in Tallahassee, Leon County, Florida. LINDA M. RIGOT Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 13th day of November, 2000. COPIES FURNISHED: Francine Ffolkes, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Evan Goldenberg, Esquire White & Case, LLP First Union Financial Center 200 South Biscayne Boulevard Miami, Florida 33131-5309 Lee R. Rohe, Esquire Post Office Box 500252 Marathon, Florida 33050 Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-0300 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-0300
The Issue 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.
The Issue Whether Respondent, Virgil Cardin, d/b/a Virgil Cardin Septic Tank Service (Respondent or Cardin), committed the violations alleged in the Administrative Complaint for Imposition of Administrative Fines and Revocation of Septic Tank Contractor License and Business Authorization, dated December 28, 2012, and, if so, what penalty should be imposed.
Findings Of Fact The Parties Petitioner is the state agency charged with the responsibility of administering the Standards for Onsite Sewage Treatment and Disposal Systems (SOSTDS). The installation, repair, and/or alteration of any septic tank system fall within the purview of Petitioner's authority. Public health concerns mandate that all septic tank systems be operated according to governing laws and rules. Respondent is a resident of the State of Florida and is registered by Petitioner to provide septic tank contracting services within the state. Respondent's registration number is SR0890865. Respondent owns and operates Virgil Cardin Septic Tank Service located in Lakeland, Florida, and the company is authorized to provide septic tank contracting services. The company's authorization number is SE093690. Septic tank contracting services are governed by SOSTDS. The Controversy It is undisputed that a permit must be obtained prior to performing repairs to a septic tank system. In Polk County (where all actions complained of occurred), a septic tank service company is required to apply for a permit before work is performed, obtain an inspection by appropriate authorities before beginning work, and complete all work in accordance with designated standards. A septic tank pump-out does not require a permit. Any work that would involve the exposure of the drain fields and/or the refitting of portions of the septic system would require a permit. The controversy in this case stems from Respondent's failure to obtain a permit before beginning repairs to a septic tank system located at 4931 Rolling Meadows Drive, Lakeland, Florida. It is undisputed that Respondent did not, in advance of starting work at the home, obtain a permit. The Arguments The Digans own a home located at 4931 Rolling Meadows Drive, Lakeland, Florida. For several years, the Digans have experienced problems with their septic tank system to the point that waste from the septic system has backed up into their home. Previously, Respondent addressed the Digans' septic tank system problems by pumping the waste from the tank, thereby eliminating pressure on the overwrought system. On or about August 24, 2012, Respondent went to the Digans' home and pumped out the septic tank. A permit for the work done that date was not required. Given the history of the problems with the Digans' system, it became apparent to the owners and Respondent that comprehensive repairs to the system were necessary. As there was no way to predict when another pump-out might be required, it was not surprising that approximately one week later Respondent returned to the Digans' property for additional work. On that date, September 1, 2012, Respondent could not pump out the Digans' tank, because his truck was already full. Instead, Respondent took a backhoe to the Digans' property and began to dig trenches for the drain field. Respondent's employee began to construct a septic drain line header pipe with drain field chamber end plates attached. Respondent exposed the Digans' septic system as if he were going to make repairs to the system. When confronted by two environmental supervisors who observed Respondent's actions, Respondent readily admitted he did not have a permit for the work. At first, Respondent stated that the homeowners could not afford permits. Later, Respondent maintained that the work he performed on September 1, 2012, did not require a permit. Petitioner maintains that Respondent went to the Digans' home on September 1, 2012, to make repairs to the septic tank system without prior inspection or a required permit. The Analysis Prior to September 1, 2012, Respondent knew or should have known that the Digans' septic tank system needed extensive repairs. Respondent had pumped out the tank several times and should have known that the system was not functioning as intended. Prior to September 1, 2012, Respondent knew or should have known that repairs to any septic tank system require an inspection and permit. On September 4, 2012, after being caught the prior Saturday on the Digans' property, Respondent applied for a permit for the repairs to the Digans' septic tank system. On September 5, 2012, a repair permit was issued for the Digans' property. On September 7, 2012, the repairs to the Digans' system were inspected and approved. There was no emergency on September 1, 2012, that necessitated repairs to the Digans' septic tank system on that date. Pumping out the Digans' tank on that date would have addressed any immediate concern. On-site inspections before septic tank systems are repaired are critical to public health because they assure that groundwater contamination is avoided, that the existing tank is sound and will function as intended, and that setbacks to other properties, wells, or systems are adequate. Respondent knew or should have known that performing any work before an inspection negates the safeguards to public health concerns. Respondent knew or should have known that the materials needed to adequately repair the Digans' septic tank system exceeded the chambers he took to the site on September 1, 2012. Digging up the Digans' system on September 1, 2012, created a sanitary nuisance. Respondent's History In the event a violation is found in this case, Respondent's disciplinary history would be relevant in considering what penalty, if any, should be imposed. To that end the following findings are made: Respondent has previously been found in violation of failing to call for a required inspection; and Respondent has previously been found in violation of practicing fraud or deceit, making misleading or untrue misrepresentations, or misconduct that causes no monetary harm to a customer.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent's authorizations to perform septic tank services be suspended for a period not less than 90 days. Additionally, it is RECOMMENDED that Respondent be required to pay an administrative fine in an amount not less than $2,000.00. DONE AND ENTERED this 6th day of May, 2013, in Tallahassee, Leon County, Florida. S J. D. PARRISH Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 6th day of May, 2013. COPIES FURNISHED: John H. Armstrong, M.D., F.A.C.S. State Surgeon General Department of Health Bin A00 4052 Bald Cypress Way Tallahassee, Florida 32399-1701 Jennifer A. Tschetter, General Counsel Department of Health Bin A02 4052 Bald Cypress Way Tallahassee, Florida 32399-1701 Althea Gaines, Agency Clerk Department of Health Bin A02 4052 Bald Cypress Way Tallahassee, Florida 32399-1703 Tony C. Dodds, Esquire Law Office of Tony C. Dodds 904 South Missouri Avenue Lakeland, Florida 33803-1034 Roland Reis, Esquire Polk County Health Department 1290 Golfview Avenue, Fourth Floor Bartow, Florida 33830-6740
