Findings Of Fact At all times material to this proceeding, Respondent, James A. Tipton ("Tipton"), has been a registered professional engineer in the State of Florida, having been issued license number PE 0018147, which expires on January 31, 1987. Tipton employed the services of Robert Corno as a field man for taking samples to establish soil profiles, site characteristics and existing water tables for septic tank applications prepared and filed by Tipton. Corno had actual authority from Tipton to conduct tests, site examinations and evaluations and to submit his findings to Tipton. Sometime before April 8, 1985, Tipton was retained to perform professional engineering services in connection with the preparation and filing of an application for a septic tank on lot 168, block 3, Charlotte Ranchettes Subdivision in Charlotte County ("lot 168"), owned by Joseph Duseo. Tipton sent Corno to lot 168 on April 13, 1985, to examine and evaluate the site, take soil samples and make other observations that would have to be reported to Tipton in connection with Tipton's work. Corno completed his work and reported to Tipton. Corno did not bring Tipton the actual soil samples. On April 8, 1985, Duseo's general contractor told Corno about a well on lot 168. When Corno visited the site, he observed the well. The well is an artesian well, about 3 feet high and six inches in diameter. The well is an irrigation-type well and is non-potable. The well was within fifty feet of the drain field of the septic system Tipton proposed for lot 168. The well also is approximately 5 to 10 feet from the north property line. Corno knew at the time of his visit to the site that the well was not plugged. However, Corno understood that Duseo was in the process of arranging with the Southwest Florida Water Management District to have the well plugged. Corno did not tell Tipton about the well before Tipton prepared and filed the application for the proposed septic tank. Therefore, Tipton did not know there was a well on lot 168 when he was preparing the application for the septic tank permit. Tipton did not ask Corno any questions calculated to reveal whether there was a well on lot 168. Corno held the belief that non-potable wells, especially those that were to be plugged, did not have to be shown on septic tank permit applications. There was evidence about a survey of lot 168 certified by a land surveyor employed by a firm of professional engineers which did not show any well on lot 168. However, Tipton did not have access to the survey before he prepared the septic tank permit application on lot 168. (The survey bears two dates, April 17 and April 18, and was not signed until April 25, 1985.) On or about April 15, 1985, Tipton signed and certified the septic tank permit application for lot 168. The application was filed at the Charlotte County Public Health Unit (Health Department) on April 16, 1985. The application indicates "none" in the space provided to indicate the "location of wells within 75 feet of property lines." The well on lot 168 is an important consideration which should have been depicted on the application. Septic tank drain fields could pollute a well. Even if Tipton had known that the well was supposed to be plugged, it was not plugged until July 1985. Failure to show the well was a serious omission. Tipton was negligent for relying on Corno without having an understanding whether Corno would report to him the existence of non-potable wells within 50 feet of the drain field of a septic system or within 75 feet of a property line if the well was likely to be plugged. If he had used due care, Tipton would have either made explicit inquiry of Corno sufficient to reveal the existence of the well or ascertained from Corno in advance that he would report to Tipton the existence of any well within 50 feet of the drain field of a proposed septic system or within 75 feet of property lines. Having failed to exercise due care, Tipton did not realize that Corno would not be reporting to him the existence of a non-potable well which was supposed to be plugged in the future. A few days after he filed the application, Tipton learned about the well on lot 168. But at about the same time, Duseo and his contractor began discussing construction alternatives that would change the septic system and require a new septic tank application. Therefore, Tipton did not immediately amend the April 15 application to show the well. In mid-May, Tipton filed a new application for the different septic system. The new application, not in issue in this case, showed the well. The application also contained a soil profile which probably is not accurate. However, Tipton's soil profile simply reflects the information reported to him by Corno. While Tipton's soil profile does not correspond with soil profiles from other test holes dug in the area of the proposed drain field by the Health Department and an expert witness, the information Corno reported to Tipton was well within the realm of possibilities for soil in the area of lot 168. Corno generally seemed to be a qualified and experienced field man who used proper tools to do his job. There was nothing suspicious about Corno's information, and there was no reason for Tipton to suspect that it was false or fraudulent. While it is the better practice for a professional engineer to require his field man to deliver the actual soil sample to support a soil profile report, this is not required of professional engineers if there is no reason to suspect that a field man's soil profile report is false or fraudulent. On the application, Tipton estimated the high water table on lot 168 at 2.2 feet below existing grade. While other expert witnesses estimated a higher high water table, the evidence did not prove that Tipton was negligent in his estimate. Some of the conflicting estimates were Health Department estimates which, the evidence indicates, tend to be high to be on the safe side. Others were estimates on permit applications which may have been influenced by the Health Department's desires and which may not reflect the engineers' actual estimates. Of all the estimates, only Tipton's was supported by testimony how the estimate was derived. (Tipton used what he called Darcy's Law.) Finally, Petitioner's own expert witness testified that Tipton's high water table estimate could not be called negligent.
Recommendation Based upon the foregoing Findings Of Fact and Conclusions Of Law, it is recommended that the Board of Professional Engineers enter a final order holding Respondent, James A. Tipton, guilty of negligence in the practice of engineering under Count I of the Amended Administrative Complaint (but dismissing Count II of the Amended Administrative Complaint) and imposing an administrative fine in the amount of five hundred dollars ($500.00). RECOMMENDED this 19th day of May, 1986, in Tallahassee, Leon County, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings 2009 Apalachee Parkway Tallahassee, Florida 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of May, 1986. COPIES FURNISHED: Ms. Sarah Logan Executive Director Board of Professional Engineers 130 North Monroe Street Tallahassee, FL 32301 Mr. Fred Roche Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, FL 32301 Salvatore A. Carpino, Esq. General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, FL 32301 Wings Slocum Benton, Esq. Department of Professional Regulation 130 North Monroe Street Tallahassee, FL 32301 John Charles Heekin, Esq. C-1 Ocean Plaza 21202 Ocean Blvd. Port Charlotte, FL 33952 APPENDIX The following are specific rulings on all the parties' proposed Findings of Fact as required by Section 120.59(2), Florida Statutes (1985). Rulings on Petitioner's Proposed Findings of Fact Petitioner's Proposed Findings of Fact 1 through 3, 9, 10, 13 through 16, 19, 21 and 22 are accepted as substantially factually accurate and are incorporated in the Findings Of Fact in the same or similar format to the extent necessary. Petitioner's Proposed Finding Of Fact 4 would have been included in paragraph 1 above except that the last sentence is unnecessary. Petitioner's Proposed Finding Of Fact 5 would have been included in paragraph 1 above except that the third sentence is unnecessary. Petitioner's Proposed Findings Of Fact 17, 18 and 27 would have been included in paragraph 1 above except that they are unnecessary. Petitioner's Proposed Finding Of Fact 26 would have been included in paragraph 1 above except that whether Alligator Creek is a "significant" drainage feature would depend on the definition of "significant" which was not established by the evidence. In addition, Petitioner's Proposed Finding Of Fact 26 is unnecessary. Petitioner's Proposed Findings Of Fact 6 through 8 are rejected as conclusions of law and because the last sentence of Proposed Finding Of Fact 6 is cumulative. Petitioner's Proposed Finding Of Fact 11 is rejected because the first sentence is contrary to the greater weight of the evidence and Findings Of Fact and the second sentence is, subordinate to Findings Of Fact. Petitioner's Proposed Findings Of Fact 12, 20, 23 and 24 are rejected as subordinate to Findings Of Fact. Petitioner's Proposed Finding Of Fact 25 is rejected because the first sentence is subordinate to Findings Of Fact and the second sentence is contrary to the greater weight of the evidence. Rulings on Respondent's Proposed Findings of Fact. Respondent's Proposed Findings Of Fact 1 through 3, 5 and 12 are accepted as substantially factually accurate and are incorporated in the Findings Of Fact in the same or similar format to the extent necessary. Respondent's Proposed Finding Of Fact 4 would have been included in paragraph 1 above except that the second sentence is unnecessary. Respondent's Proposed Finding Of Fact 8 would have been included in paragraph 1 above except that it is unnecessary. Respondent's Proposed Finding Of Fact 9 would have been included in paragraph 1 above except that it is in part unnecessary. Respondent's Proposed Finding Of Fact 11 would have been included in paragraph 1 above except that it is contrary to the greater weight of the evidence and Findings Of Fact that there is "no way" for an engineer to avoid relying on a field man's error such as Corno's error in omitting to report the existence of the well. Respondent's Proposed Finding Of Fact 14 would have been included in paragraph 1 above except that it is irrelevant. Respondent's Proposed Finding Of Fact 6 is rejected because it is subordinate to Findings Of Fact and is unnecessary. Respondent's Proposed Finding Of Fact 7 is rejected because it is simply a recitation of conflicting evidence, some of which is accepted but some of which is rejected as contrary to the greater weight of the evidence and Findings Of Fact. Specifically, it was found that Corno did not tell Tipton about the well and that Tipton did not have the survey in his possession at the time the application was filed. Respondent's Proposed Finding Of Fact 10 is rejected as contrary to the greater weight of the evidence and Findings Of Fact. Specifically, the evidence supported a finding of negligence on the part of Tipton for failure to utilize due care and to have due regard for acceptable standards of engineering principles whether or not practicing in Charlotte County. In addition, Mr. Murray's expert testimony must be disregarded because it was given upon a hypothetical assumption that an engineer had possession of a sealed survey showing no improvements on the property as the time of the application, a fact not proved by the evidence. Respondent's Proposed Finding Of Fact 13 is rejected as contrary to the greater weight of the evidence and Findings Of Fact. Specifically, personnel in the Health Department, part of the "general public," were misled. (The general public also reasonably could have been led to a fallacious conclusion, but there was no "misconduct" on Tipton's part. See Conclusions of Law.) ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS DEPARTMENT OF PROFESSIONAL REGULATION, FLORIDA BOARD OF PROFESSIONAL ENGINEERS Petitioner, vs. DOAH CASE NO. 85-2684 DPR CASE NO.0058289 JAMES A. TIPTON, Respondent. /
The Issue The issue is whether Petitioner created a sanitary nuisance in violation of Florida Administrative Code Rule 64E- 6.022(1)(d)(l) and (q) and, if so, the proper penalty.
Findings Of Fact The Department of Health, Duval County Health Department (Department), is the 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 Chapter 64E-6. Mr. Smith is a qualified contractor employed by All Florida Septic Tank Service, Inc. (All Florida). The citation issued on April 15, 2004, identifies Mr. Smith's registration number as SR0011389 and All Florida's registration number as SA0000956. The citation describes the alleged violations as follows: On March 8, 2004, a repair application was submitted to the Duval County Health Department (DCHD) for 8817 & 8821 Bellrose Avenue, Jacksonville, FL 32244. All Florida Septic Tank Service, Inc. was indicated as the agent for the applicant/property owner, Ben Lewis. On April 8, 2004, Robert Hoag, qualifying contractor for Plumbing and Contracting by Hoag, disconnected the stub out line running from the house to the existing septic tank prior to installation of new septic tanks thus creating a sanitary nuisance. The existing septic tanks were abandoned at said property by All Florida Septic Tank Service, Inc.; DCHD was not notified of tank abandonment as required for inspection. Water supply was not turned off during he time of construction. On April 9, 2004, Colleen Bierbach, DCHD inspector, observed and photographed prima facie evidence of untreated human waste discharge onto ground surface at 8817 & 8821 Bellrose Avenue. Mr. Smith accepted the citation on April 15, 2004. On the same date, Mr. Smith wrote a letter to Scott Turner of the Department of Health, in response to the citation. His letter reads as follows: Mr Scott Turner, On April 8, 2004 All Florida Septic Tank Service Inc. started a job at 8817 and 8821 Bellrose Avenue in which new tanks and drainfields were required. In order for the new drainfield to be installed the existing tank had to be abandon [sic] prior to any work being done. The two existing referenced tanks were properly pumped out an abandoned on April 8, 2004. The new septic tanks were scheduled to be installed that same day. Due to mechanical problems with the crane truck, the tanks were unable to be set that day, causing the contracted plumber, Robert Hoag, to be unable to tie in the new sewer line. On the following day April 9, 2004 tanks (1500 gallon septic tank) and (750 gallon dosing tank) were installed with a different truck. At that time the contracted plumber was onsite to immediately tie in the sewer line. In the mean time the Duval County Health Department came to do the required inspection of the new system, at which time Colleen Bierback of the Health Department observed a small amount of sewage on the ground and photographed the site. Mr. Hoag immediately tied the sewer in at the same time, fixing the sanitary nuisance within one hour after inspection. According to Mr. Smith, sanitary problems existed at this work site for months. That is, raw sewage had been coming out of the old septic system for a long time. In Mr. Smith's words, "I was there to fix the sanitary nuisance, not create it." The owner of the property in question engaged Mr. Hoag, of Plumbing and Contracting by Hoag, to accomplish the plumbing portion of the operation. While Mr. Smith's letter stated that the new septic tanks were actually installed on April 9, 2004, Mr. Smith testified at hearing that he performed excavation services, installed a new drainfield and set the new septic tanks on April 8, 2004. The sand and new drainfield had to be put in first and the new tanks installed last. The plumber, Mr. Hoag, would be responsible to make the necessary pipe connection on the new tanks. However, Mr. Hoag did not make the necessary pipe connection and the occupants of the residences used the facilities between April 8, 2004, and April 9, 2004. Mr. Smith did not call anyone to inspect the old septic tank upon abandonment. According to Mr. Smith, it is common practice in the Jacksonville area to not call for an "abandonment" inspection when the contractor has a permit to install a new tank. The Department's inspector, Colleen Bierbach, acknowledged that All Florida called for an installation inspection of newly installed tanks on April 8, 2004. On the morning of April 9, 2004, after the new tanks had been installed, Ms. Bierbach went to 8817 and 8821 Bellrose Avenue. She observed raw sewage on the ground flowing toward the septic tanks. She took photographs of what she observed, but the copies of the photographs received in evidence are too blurry to show the extent of what she saw. Mr. Smith arrived at the work site just after Ms. Bierbach arrived on April 9, 2004. The description of the violation in the citation states that Mr. Hoag, the plumber, "disconnected the stub out line running from the house to the existing septic tank prior to the installation of the new septic tanks thus creating a sanitary nuisance." The evidence is insufficient to prove that Mr. Smith's actions, as opposed to the actions of Mr. Hoag, caused the unsanitary conditions.
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. Smith on April 15, 2004. DONE AND ENTERED this 26th day of April, 2006, in Tallahassee, Leon County, Florida. S BARBARA J. STAROS 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 26th day of April, 2006. COPIES FURNISHED: Catherine R. Berry, Esquire Department of Health 515 West Sixth Street Jacksonville, Florida 32206-4311 James L. Smith All Florida Septic Tank Service, Inc. 8300 W. Beaver Street Jacksonville, Florida 32220 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. M. Rony Francois, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701
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 At all times material to this proceeding, Sandra B. Frazier was a licensed real estate broker-salesman in the State of Florida, License No. 0185565, as an associate with Property Associates, Inc., Tallahassee, Florida. On July 1, 1989, Howard M. Burkholz, Leslie Burkholz, and Jacob H. Schiff entered into an Exclusive Right of Sale Agreement with Property Associates, through its agent, Frazier, for the sale of a house located in Forest Green Subdivision, at 2062 Pepperidge Way, Tallahassee, Florida. The Exclusive Right of Sale Agreement states in part: Seller further certifies and represents that the property has no latent defects except the following: septic tank is pumped monthly at Sellers request. [sic] Mr. and Mrs. Burkholz both told Frazier that the septic tank was not a problem, but Frazier had previous knowledge of septic tank problems in the vicinity and of the significance of needing septic tank pumping. Frazier sold the house across from the Burkholz's house. That house, at 2061 Pepperidge Way, was bought by Marcie Doolittle in December of 1988. The listing information and Notice to Prospective Buyers showed that, due to the composition of the soil and heavy rains, it was necessary to have the septic tank pumped. The seller offered an offset to the buyer for the cost of additional drainfield. Only after Doolittle bought the house did Frazier learn of the severity of the problems and the necessity for pump outs every two weeks. In a letter written by Frazier to Doolittle on February 9, 1989, Frazier indicated that "once a septic tank fails it does not correct itself. It then requires regular pumping." Frazier suggested that the only resolution was more drainfield or regular pumping. After Frazier listed the Burkholz house, she mentioned to Mrs. Doolittle that she could not show the Burkholz house during wet weather because the backyard, in which the septic tank and drainfield was located, was too boggy. Further, Frazier discussed with Mrs. Doolittle that the city was going to install sewer in the area because of the septic tank failures. In conformance with the Exclusive Right of Sale agreement with the Burkholzs, Frazier listed the house through the Multiple Listing Service. The data on the house was input on an input sheet. If there are defects, they can be listed on lines RE1-RE4 on the input form. Despite her knowledge about the Burkholz's septic tank and the Doolittle's septic tank, Frazier did not list this as a defect. Mary Wheatley, a sales associate with Bob Wolfe Real Estate, worked with Jesse and Susan Day to locate a house to purchase. She showed the Days the Burkholz house. Her only knowledge of that house came from the MLS listing, the brochure entitled Highlights of this Home prepared by Frazier, and from information verbally given by Frazier. Wheatley had no knowledge of the septic tank problems and Frazier did not tell her anything about the septic tank or the potential hook up to city sewer. After various offers and counteroffers, the Days and the Burkholtzs signed a contract for the sale and purchase of the house on November 24, 1989. The Contract states in paragraph 14: CONDITION OF PROPERTY: BUYER ACKNOWLEDGES THAT HE HAS NOT RELIED UPON ANY REPRESENTA- TIONS MADE BY A REALTOR(S) AS TO THE CONDI- TION OF THE PREMISES. . . .SELLER warrants that the . . . septic tank . . . shall be in working order on the date of closing. SELLER agrees to repair any of the preceding items not in working order. BUYER agrees to inspect the property prior to closing to determine condition of said items; . . . If BUYER fails to make inspections as required, BUYER agrees to accept property in "as is" condition. BUYER and SELLER will diligently learn and disclose to each other prior to closing all facts affecting the value of the property. On December 26, 1989, the night before the closing, the Days, the Burkholzs, Frazier, and Wheatley did the final walk through. While Wheatley and Susan Day were in another room measuring for curtains, Mr. Day flushed a toilet and noted that it went down very slowly. He asked if there were septic tank problems. Mr. Burkholz indicated that there were, but that sewer hookup was coming and the septic tank was pumped out monthly by the city at no cost. Mr. Day asked about the costs and was told that the pumpouts were free and the sewer would cost several hundred dollars. There is a clear conflict in the testimony of the various witnesses about the sewer cost estimate given to Mr. Day, but the exact figure is of no consequence to the ultimate outcome of the case. Therefore the conflict is not resolved. The Days discussed the septic tank and sewer hookup and decided to go through with the closing. After the walk through, they signed an inspection sheet in which they accepted the premises as inspected, without any noted exceptions, and they relieved the sellers and the realtor from further warranty or responsibility for the condition of the property. According to Thomas Bryant, an engineer with the City of Tallahassee, in December, 1989, no one knew whether there would be sewer installed in Forest Green or the potential cost of sewer hookup. No one knew that even on the date of hearing. The city did enter into an agreement to charge $650 for sewer hookup in Forest Green, but there are additional charges and costs to the homeowner which are as yet undetermined. The septic tank problems constitute a latent defect which should have been disclosed to the buyers before a contract was agreed upon. The failure to disclose is not egregious since the regular pumping of the septic tank is done at no cost to the homeowner and results in no liability to the homeowner. The projected sewer hook up was too uncertain to have required such disclosure.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Florida Real Estate Commission enter a Final Order and therein: Find Sandra B. Frazier guilty of one Count of concealment in violation of Section 475.25(1)(b), Florida Statutes. Based on the mitigating factors set forth above and on the relatively minor nature of the offense, impose a fine of $100.00 on Sandra B. Frazier. Issue a written reprimand to Sandra B. Frazier. RECOMMENDED this 27th day of March, 1991, in Tallahassee, Florida. DIANE K. KIESLING Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of March, 1991. APPENDIX TO THE RECOMMENDED ORDER, CASE NO. 90-6189 The following constitutes my specific rulings pursuant to Section 120.59(2), Florida Statutes, on the proposed findings of fact submitted in this case. Specific Rulings on Proposed Findings of Fact Submitted by Respondent, Sandra B. Frazier Each of the following proposed findings of fact is adopted in substance as modified in the Recommended Order. The number in parentheses is the Finding of Fact which so adopts the proposed finding of fact: 1(1). Proposed findings of fact 2-9 are subordinate to the facts actually found in this Recommended Order. COPIES FURNISHED: Janine B. Myrick Senior Attorney Department of Professional Regulation Division of Real Estate 400 West Robinson Street Post Office Box 1900 Orlando, FL 32801-1772 William J. Haley Attorney at Law Post Office Box 1029 Lake City, FL 32056-1029 Jack McRay, General Counsel Department of Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399-0792 Darlene F. Keller Division of Real Estate 400 West Robinson Street Post Office Box 1900 Orlando, FL 32801
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 The issue in this case is whether Respondent, Larry C. Garner, should be fined $500 for misstating the size of a septic tank and drain field.
Findings Of Fact Respondent, Larry C. Garner, is the licensed septic tank contractor who owns and operates A. Carver Septic Tank. (The Citation for Violation erroneously referred to the company as “E. Carver Septic Tank,” but the error was corrected without objection at final hearing. There was no evidence to support Respondent’s suggestion that the Department may have taken disciplinary action against him because it erroneously thought Respondent was another licensee.) On December 6, 2001, an employee of Respondent pumped out a septic tank and measured a drain field located at 847 Matthews Road, Maxville, Florida. The resident there wanted to enlarge her residence and needed Respondent's services in order to obtain Department approval of the existing septic tank system for the enlarged residence. After services were provided, Respondent's office gave the resident a receipt stating that Respondent's company had pumped out a 900 gallon septic tank and that the drain field measured 360 square feet. (Respondent's office actually dealt with the resident's adult daughter.) Respondent's office staff also prepared Form 4015 (a Department form entitled “Onsite Sewage Treatment and Disposal System Existing System and System Repair Evaluation”) and gave it to the resident for use in getting approval of the system for the enlarged residence. The form stated that the septic tank was 900 gallons and that the drain field was 360 square feet. When the resident applied for approval of her septic tank system for her enlarged residence, the Department inspected the system and found that the septic tank actually was 750 gallons and the drain field actually was only approximately 110 square feet. The Department issued the Citation for Violation based on the magnitude of the discrepancy. Respondent denied that he personally had any contemporaneous knowledge of the services provided by his employee or the receipt of Form 4015 prepared by his office, and there was no evidence that he did. Respondent personally investigated after issuance of the Citation for Violation. At final hearing, Respondent questioned whether the Form 4015 actually stated that the septic tank was 900 gallons. From the handwriting on the form itself, it appears possible that the number could read 700, not 900. But based on the written receipt, which either was prepared contemporaneously with the Form 4015 or was the basis for preparation of the Form 4015 by Respondent's office staff, the greater weight of the evidence was that the Form 4015 stated and was intended to state 900 gallons as the size of the septic tank. As further support for this finding, Respondent himself testified to a conversation he had with his employee during which the employee explained that he sized the septic tank at 700 gallons based on its apparent depth and Respondent admonished him that the employee knew better--i.e., knew it was necessary to measure height, width, and depth to accurately measure the size of a septic tank. Respondent also attempted to explain how his employee may have made a forgivable error in measuring the drain field. According to the Form 4015, the employee measured the drain field as a rectangular bed, 12 feet by 30 feet. Actually, the drain field consists of two trenches (one 26 feet long and the other 29 feet long), which the Department's inspector measured as being two feet wide. Respondent testified that the drain field began at a distribution box and was approximately ten feet wide within a few feet of the distribution box. Respondent testified that it would be easy to incorrectly assume that the approximate ten-foot width continued as a bed for the entire length of the drain field, as his employee apparently did. However, the greater weight of the evidence was that the employee's error was not reasonable; to the contrary, to determine the configuration and size of a drain field, it is necessary to probe the ground at more than just one distance close to the distribution box. When Respondent himself went to the site to investigate the allegations against him, he probed both near the distribution box and further away southeast of the distribution box. He testified that he found solid rock ten feet in width near the distribution box; to the southeast, his probing revealed a trench which Respondent measured at between three and a half and four feet in width. Based on those measurements, Respondent assumed two trenches approximately 30 feet long and four feet in width each, for a total of approximately 240 square feet. It is difficult to reconcile Respondent’s testimony as to the width of the southeast trench with the testimony of the Department's inspector. The Department's inspector probed approximately ten feet and 20 feet from the septic tank and found two-foot wide trenches in four different places. The Department's inspector also testified without contradiction in response to Respondent's questions on cross-examination that backhoes used at the time this drain field was installed in 1973 generally had two-foot wide excavation buckets. Based on the greater care taken by the Department's inspector in measuring the drain field, and the kind of backhoe in general use in 1973, it is found that the Department's inspector's measurements were more accurate. Even if Respondent's measurements were accurate, and the Department inspector's were inaccurate, the measurements recorded on the receipt and on Form 4015 still would have been seriously overstated. While not seriously disputing the inaccuracy of the Form 4015 submitted in this case, Respondent stated "anyone can make a mistake" and that the Department should have asked Respondent to re-check the measurements instead of issuing a citation, especially in view of Respondent's disciplinary record in 29 years in the business in Clay County. (Respondent testified that his only "issues in Tallahassee" were one incident--not fully explained--involving a cow on someone's property and another when he had someone take a re- certification examination for him at a time when his mother was ill. The Department did not controvert this testimony. As already mentioned, there was no evidence to support Respondent's initial suggestion that the Department may have taken disciplinary action against him because it erroneously thought he was another licensee.) But the Department's witness testified that issuance of the citation was appropriate and consistent with agency policy because of the magnitude of the discrepancies on the Form 4015. Respondent testified that the employee involved in this case was his stepson, who has worked for Respondent for 14 years, since he was 11 years old, seven to eight years as a full-time employee. Respondent also testified that he recently fired his stepson, but the reasons for firing him were not directly related to his conduct in this case. Respondent also testified that he felt compelled to insist on a hearing although he knew the Form 4015 was inaccurate because he perceived the Department to be acting in this case as if it had "absolute power" over him. He apparently viewed his request for a hearing as a necessary challenge to government's assertion of "absolute power" over him.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a final order finding Respondent guilty as charged and imposing a fine in the amount of $500. DONE AND ENTERED this 24th day of May, 2002, in Tallahassee, Leon County, Florida. ______________________________ J. LAWRENCE JOHNSTON 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 24th day of May, 2002. COPIES FURNISHED: Dr. John O. Agwunobi, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701 William W. Large, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 John D. Lacko, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Larry C. Garner 13950 Normandy Boulevard Jacksonville, Florida 32221
The Issue The issues, as framed by the Administrative Complaint, are twofold: Whether Respondent committed gross negligence, incompetence, or misconduct which caused monetary harm to a customer, in violation of Florida Administrative Code Rule 64E-6.022(1)(l)2; and Whether Respondent practiced fraud or deceit by making a misleading or untrue representation to a home purchaser, or the home purchaser's agents, incident to a loan application, in violation of Florida Administrative Code Rule 64E-6.022(1)(k).
Findings Of Fact Petitioner, Department of Health, is an agency of the State of Florida as defined in Section 120.52, Florida Statutes. Petitioner's actions in this matter are governed in part by Chapters 381 and 489, Florida Statutes, as well as Florida Administrative Code Chapter 64E-6. Respondent, at all times material to this matter, was licensed by Petitioner under Part III of Chapter 489, Florida Statutes, entitled, "Septic Tank Contracting." Respondent is subject to the regulatory jurisdiction of Petitioner, having been issued Registration Number SR0931141 to engage in septic tank contracting, and Certificate of Authorization Number SA0890161 to do business as Superior Septic and Sewer, Inc. Petitioner seeks to impose revocation of Respondent's License and Certificate of Authorization for violations of Florida Administrative Code Rule 64E-6.022(1)(l)2. and (1)(k), with aggravation pursuant to Rule 64E-6.022(2). Air Force Captain Timothy Billings made an offer that was accepted to purchase a home located at 1938 Quail Run, Lynn Haven, Florida, prior to September 12, 2008. Captain Billings worked with a realtor, Bonnie Milstead, and arranged the various steps required to secure a Veterans Administration loan with the seller's realtors, Ben and John Harrell. A septic tank inspection and certification was one of the loan requirements. On behalf of Captain Billings, Ms. Milstead arranged to have Respondent's company inspect and certify the septic tank at 1938 Quail Run at a price of $250. The price included the pumping of the tank for $225 and a $25 charge for the certification. Captain Billing paid the $250 charge at the closing on the purchase of the home. John E. McDaniel is the licensed septic tank contractor for Superior Septic and Sewer, Inc., and is the qualifying contractor for a Certificate of Authorization to do business as Superior Septic and Sewer, Inc. On September 15, 2008, one of Respondent's employees, Phillip Fetner, went to 1938 Quail Run where he was met by Ben and John Harrell, realtors for seller of the home. Mr. Fetner was there to inspect only the septic tank, not being equipped or trained to inspect the entire system and drainfield. Mr. Fetner opened the tank after cutting through roots that had grown into it. He noted a large amount of roots in the tank that was also seen by the realtor, Ben Harrell. In spite of the roots, Realtor John Harrell instructed Mr. Fetner to "go ahead and pump the tank," which he did. He told John Harrell there were still a lot of roots in the tank. Mr. McDaniel discussed with John Harrell an additional charge of $400 to remove the roots from the tank. Mr. Harrell did not order the additional work. Mr. McDaniel believed that enough roots had been removed from the tank by Mr. Fetner for a certification to be issued, but Mr. Fetner did not confirm this. Debbie Bass, a clerical staff member of Respondent, completed the certification form prior to the inspection being complete. This was her custom so that she could stay ahead of the work load. The form was left in the inbox to be signed by Mr. McDaniel. Ms. Bass did not falsify any records nor had she ever been asked to do so in her four-and-a-half years with Respondent. The certification form was signed by Mr. McDaniel without the additional root work having been done by his company. The mortgage lender relied upon the certification to make the loan to Captain Billings. Mr. McDaniel did not directly inform Captain Billings or his realtor, Ms. Milstead, that the septic tank was full of roots. He believed that the root situation had been disclosed since the seller's realtors, the Harrells, had been on-site at the time of the inspection. Captain Billings testified that had he been fully aware of the root situation, he would have probably walked away from the deal because he did not want to have to deal with problems in the future. Mr. McDaniel allows his wife, Lisa McDaniel, to sign his name in his capacity as a licensed septic tank contractor. Lisa McDaniel actually signed the certification on the 1938 Quail Run property. Respondent's position is that the certification was sent out by mistake because the root removal work had not been performed on the tank. Mr. McDaniel does not dispute the fact that the certification form was prepared and signed. Captain Billings experienced problems with the septic tank system of his newly purchased home at 1938 Quail Run. In March 2009, he discovered the septic tank and system were full of roots and not functioning when Roto-Rooter, owned and operated by Glenn Salyer, removed the manhole access for a pump out and saw the massive roots. After learning from his realtor that Respondent had been hired to inspect the septic tank, Captain Billings contacted Mr. McDaniel, who refused to do anything about the situation. Even after the filing of the Administrative Complaint, Mr. McDaniel refused to remedy the situation. Glenn Salyer of Roto-Rooter, a licensed master septic tank contractor and master plumber, would not have certified the septic tank at 1938 Quail Run in its September 15, 2008, condition. Lyle Ake, another licensed septic tank contractor, would not have certified the septic tank at 1938 Quail Run in its September 15, 2008, condition. The septic tank should not have been certified in its September 15, 2008, condition. Roots intruding into the septic tank indicate it is not watertight. However, a system having roots can perform properly without incident for many years. When the entire system was inspected by Mr. Salyer, it was non-functional and needed replacement. Roto-Rooter replaced the septic tank system, consisting of a new septic tank and drainfield, at 1938 Quail Run on October 12, 2009. Captain Billings paid $4,500 for the replacement system. According to David Hammonds, an expert on the rules and functioning of septic tank systems, the system was being inspected and evaluated pursuant to Florida Administrative Code Rule 64E-6.001(5), the Procedure for Voluntary Inspection and Assessment of Existing Systems. The Rule provides specific items to be inspected unless the requesting party, in writing, states that specific items are not to be inspected. Mr. Hammonds testified that after his review of the exhibits and the site, he concluded that the septic tank system at 1938 Quail Run was "a failing system." Mr. Hammonds concluded that the pump-out procedure could have been completed once enough roots were removed to get the pump into the tank. Mr. Hammonds noted that the roots had been in the tank for a very long time, maybe years. Roots in the tank can lead to many problems. Roots affect capacity; they damage the tank itself, leading to cracks and leaks; and can lead to the leaking of sewage around the tank cover and seams. Mr. Hammonds noted that the high fluid level in the tank, almost up to the lid, is an indication of the entire system not working properly. The reporting requirements in the Voluntary Assessment Rule do not require the use of a particular inspection form. The Rule does specify what must be inspected and reported. Respondent accurately listed the features of the tank on the certification form: the tank was 1,050 gallons; the tank had neither a baffle nor a filter; and the tank was structurally sound. Mr. McDaniel believes this matter is all the result of an office error and that he should not be held responsible. Mr. McDaniel has a history of disciplinary matters with Petitioner. He has been cited for 18 violations in six cases as well as a non-disciplinary letter of concern. On September 13, 1996, he was fined $50 for inspecting a system without a permit. On September 13, 1996, he was fined $100 for two repairs to a system without a permit and for violating water table separation and setback from a potable well. DOAH Case No. 99-2474 resulted in a Final Order imposing an administrative fine of $3,300 for the removal of tank filters after final inspection by department personnel. Judge P. Michael Ruff found in that case that Respondent's actions "show a clear intent to mislead regulatory authorities." DOAH Case No. 04-1636 was settled by stipulation and resulted in a letter of warning with amelioration of a new drainfield installed by Respondent for an original drainfield that was improperly installed. On December 2, 2005, Respondent was issued a Letter of Warning for improper disposal of sewage. DOAH Case No. 07-1651 resulted in jurisdiction in the matter being relinquished to Petitioner based upon Respondent's non-appearance at the final hearing. The result was a fine of $500 for submitting a repair permit application with an incorrect site plan not showing a shed and a fence positioned over and in an existing drainfield. A Letter of Concern was issued July 23, 2007, to Respondent for improperly reporting a larger than actual capacity of a septic tank. A Letter of Concern is not a formal discipline under Florida Administrative Code Rule 64E-6.022, but demonstrates substandard performance by a licensee. Mr. McDaniel believes that other septic tank contractors have received lighter treatment for their offenses than he has. Bob Glenn, Petitioner's Environmental Manager for the Bureau of Onsite Management Program, gave some credence to Respondent's perception.
Recommendation Based upon the Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be issued by the Department of Health suspending Respondent for six months; suspending Respondent's Septic Tank Contractor Registration Number SR0931141 and Certificate of Authorization Number SA0890161 to do business as Superior Septic and Sewer, Inc.; and imposing a fine in the amount of $1,000.00, on Respondent. DONE AND ENTERED this 25th day of February, 2010, in Tallahassee, Leon County, Florida. S ROBERT S. COHEN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of February, 2010. COPIES FURNISHED: Rodney Marcum Johnson, Esquire Department of Health 1295 West Fairfield Drive Pensacola, Florida 32501 John E. McDaniel Superior Septic and Sewer, Inc. 7315 Highway 231 North Panama City, Florida 32404 Dr. Ana M. Viamonte Ros, Secretary State Surgeon General Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701 Josefina M. Tamayo, General Counsel Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 R. S. Power, Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701
The Issue The issue in this case is whether Respondent should deny the request for an increase in licensed capacity, from 12 to 65 children, because Petitioner's septic system is inadequate for the increased capacity.
Findings Of Fact Petitioner is a child care facility licensed for 12 children in accordance with relevant provisions in Chapter 402, Florida Statutes.1 Petitioner seeks to increase its licensed capacity from 12 to 65 children. Respondent is the state agency responsible for licensing child care facilities. Respondent stipulates that Petitioner satisfies all relevant licensing requirements except those pertaining to the capacity of the septic system at the facility. The child care facility is on the same property and is part of the O'Neal Memorial Baptist Church. The church has 25 members and shares the same septic system. Respondent is statutorily required to enforce minimum standards for licensing child care facilities, including standards for the health, sanitation, and safety of the children. Respondent did not delegate its statutory authority to a local governmental agency. The local governmental agency did not exercise licensing authority over Petitioner. Respondent properly relied on the Nassau County Health Department (the "Health Department") to determine whether the existing septic system is adequate for 65 children. Since 1990, the Health Department has performed local inspections for Respondent pursuant to Florida Administrative Code Rule 10D-6,2 Chapter 386, and valid inter-agency agreements.3 The Health Department properly determined that the current septic system is adequate for only 12 children. The Health Department correctly applied the formula prescribed in Rule 10D-6, including Rules 10D-6.048 and 10D-6.049. The capacity of a septic system is determined by flow rates prescribed by rule, the size and design of the septic tank, the type and size of the drainfield, and soil conditions. The current system consists of a 1200 gallon tank, a mound drainfield of 287 square feet, and adverse soil conditions.4 Flow rates are not limited to toilet flushes. Flow rates include toilet flushes, kitchen use, hand washing, and any other demand on the septic system. The flow rates prescribed by rule are 3 gallons for each member of the church, 10 gallons for each child, and 15 gallons for each worker in the child care facility. The current facility has three workers for 12 children. The facility serves food to the children. The flow rate prescribe for children must be increased by four gallons whenever food is served. The total flow for the existing capacity of the facility is 363 gallons. Church members produce a total flow of 150 gallons. Children and workers, respectively, produce a total flow of 168 and 45 gallons. The existing septic system is more than adequate for an a total flow of 363 gallons. A 900 gallon tank is the smallest tank allowed by rule for a total flow of 0-300 gallons. A 1050 gallon tank is the smallest tank allowed for a total flow of 301- 400 gallons. The existing 1200 gallon tank is more than adequate for 12 children and 50 church members. The evidence did not establish whether the existing 1200 gallon tank is a single compartment tank. A 1200 gallon single compartment tank, by rule, will accommodate 401 to 500 gallons of total flow. If the existing tank is a single compartment tank, it is more than adequate for 12 children. Petitioner argues that the actual membership of the church is only 25 and not 50. Even if the actual membership is 50, the existing septic system is adequate. The existing septic system is not adequate for 65 children with a total flow of 910 gallons. Assuming the number of workers would increase to 5 and that there are only 25 church members, the total flow for workers and members, respectively, would be 150 gallons. Total flow would be 1060 gallons. A 2200 gallon tank is the smallest tank allowed by rule for a total flow of 1060 gallons. The current 1200 gallon tank does not comply with applicable rules and is inadequate for a total flow of 1060 gallons. Even if the existing tank were designed as a single compartment tank, it would not be adequate for 65 children. A 1200 gallon single compartment tank is adequate for a total flow of only 401 to 500 gallons. Petitioner argues that the church members use the septic system on the weekends when the child care facility is not in operation. Petitioner argues that the flow rates for church members should be excluded from total flow when determining capacity of the existing system. Petitioner's argument is not dispositive even if it were correct. Even if 50 church members were excluded, total flow is 910 gallons. The maximum flow prescribed by rule for a 1200 gallon single compartment tank is 401-500 gallons. The inadequacy of the current septic system is exacerbated by the paucity of the existing drainfield. The smallest tank allowed by rule for the projected total flow of 1060 gallons is a 2200 gallon tank. However, a 2200 gallon tank is allowed only if it is used with a drainfield of 1,746 square feet. Petitioner's drainfield is only 287 square feet. Petitioner's drainfield is a mound. A mound has less capacity than an in-ground drainfield due to differences in loading rates. Moreover, soil conditions surrounding the drainfield further reduce its capacity. Petitioner can obtain the desired licensing capacity if it increases the capacity of the current septic system. Petitioner would need to obtain a repair permit to redesign the drainfield, increase its area, increase the size of the septic tank, or to perform all of the foregoing repairs.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent enter a Final Order and thereinDENY Petitioner's application for a license for 65 children. DONE AND ENTERED this 28th day of April, 1997, in Tallahassee, Florida. DANIEL MANRY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 28th day of April, 1997.
The Issue Whether Petitioner may be granted a variance from Rule 64E-6.001(4), Florida Administrative Code, pursuant to Section 381.0065(4)(h)1., Florida Statutes.
Findings Of Fact Tony and Alma Moreno are owners of the building and premises located at 8250 Scenic Highway, Pensacola. They own the real property at that location all the way to road frontage right-of-way at Scenic Highway. The building had been in continuous existence in the same location for twenty or more years before Petitioner became connected with it. During that period of time, except for short hiatuses, either the Morenos or their lessees operated it as a licensed bar, most often under the name, "The Lighthouse Tavern." Sewage lines exist in the right-of-way at Scenic Highway, within 400 feet of the premises. The tavern is equipped with a septic tank. There has never been any history of septic problems on the tavern premises. The Lighthouse Tavern has always been a neighborhood bar of limited success. Martin MacAndrews has been putting amusement games in the tavern since 1978. He testified that during those twenty-two years, the average number of patrons has been eight to 14. Jim McDaniel has sold paper products to successive lessees since the 1970's. He has seen an average of 10 patrons during the day and up to 20 patrons at night. Charles Barcia, a more recent patron, has observed a maximum of nine patrons in the tavern. Denise Powell (nee´ Williams) leased the premises from August 7, 1998, until approximately September 28, 1998, during which time she operated the Lighthouse Tavern. She had approximately ten customers per day, used plastic barware, and had no septic problems. During the month or so she operated the tavern, she did not have the septic tank pumped. Ms. Powell's lease with the Morenos was not due to expire until July 31, 1999. However, on or about September 28, 1998, Hurricane Georges damaged the Lighthouse Tavern and wreaked destruction on Pensacola and much of the Florida Panhandle. The area was declared both a state and federal "disaster area." Ms. Powell immediately notified the Morenos, and they cancelled the lease by mutual agreement, because the premises were uninhabitable due to substantial water damage. Ms. Powell testified that but for Hurricane Georges, she would have continuously operated the Lighthouse Tavern under the terms of her lease from the Morenos. As it was, she abandoned the lease and the property. The Morenos made no repairs to the building. No commercial activity, as a tavern or otherwise, occurred on the subject property from September 28, 1998, through May 1, 2000, approximately a year-and-a-half. City water service to the property was terminated from October 12, 1998 until April 7, 2000. On April 5, 2000, Petitioner, a widowed mother, applied to Escambia County for an occupational license to run a tavern at that location. On or about April 7, 2000, Petitioner negotiated a new lease with the Morenos. It involved rate and terms favorable to Petitioner in exchange for her substantial investment (approximately $35,000, as of the date of hearing) in renovating the Lighthouse Tavern. Among other renovations to the property, Petitioner has replaced the tavern's back wall and outside deck, added two pool tables, coolers, two complete bathrooms, a three compartment sink, and a handwash sink. Very few of the fixtures, etc. are removable, let alone subject to resale. A five-year lease, Exhibit P-2, was executed on May 1, 2000. It limits Petitioner's use of the property to use as a tavern, so she cannot get her renovation money back by converting to another business. Paragraph 21 of the lease, purporting to be a lease/purchase option, has not been filled- out, so Petitioner's option to purchase the property is potentially unenforceable. Current Florida Administrative Code rules require septic tanks to have a minimum capacity of 1050 gallons, a filter, and a baffle. A baffle is a device to keep water and waste from going into the drainfields. On May 15, 2000, Ensley Septic Tank Service, operated by Agnes and Joe Nelson, pumped, inspected, and certified the existing septic tank as structurally sound. However, the existing septic tank is twenty years old and provides only 750 gallons. It is not baffled and does not have a filter. Its two drainfields are 75 feet and 69 feet, respectively, from the waterfront, whereas by Escambia County Ordinance, the current setback requirement is 100 feet. On May 25, 2000, the Department denied Petitioner a permit to utilize the existing septic tank, based on the contents of her application, which stated that the tavern occupancy would be 75 seats. Departmental analysis showed that 75 patrons would result in 1,000 gallons per day usage. The existing septic tank does not have that capacity. Before the execution of the lease, Petitioner made no inquiries of Respondent Agency. Likewise, no one told her before the execution of the lease that she would not be able to utilize the existing septic tank or use the premises for a tavern. Rather, Petitioner relied on her own interpretation of an Escambia County Ordinance providing additional time to meet County regulations for reopening a business (or nonconforming use) after closing the business due to Acts of God, and on the fact that Denise Powell's lease, by its terms, did not expire until July 31, 1999. When she was denied a permit to use the existing system, Petitioner applied for a variance for 75 patrons. Petitioner also filed a second application for variance and requested 24 patron occupancy. Petitioner went before the Department's Variance Review Board, which recommended granting the variance with the provisos offered by Petitioner. However, on July 18, 2000, the Department denied the requested variance, stating that the information provided by Petitioner failed to show that no reasonable alternative exists for the treatment of the sewage or that the discharge from the septic tank will not significantly degrade the groundwater or surface waters. The Department offered to permit the tavern to operate either with a connection to the existing sewer system or with a septic tank that meets the current requirements of the Florida Administrative Code. At hearing, Petitioner established that the tavern's water bills from 1996 to 1998 show a use of only 430 to 588 gallons of water per month. This amount reflects the low number of 10-20 patrons per day during that period of time (See Finding of Fact 4), but it also is only approximately three- quarters of the capacity of the existing septic tank. At hearing, Petitioner offered the following cumulative provisos to reduce water flow to the system: limit tavern hours to 11:00 a.m. to 2:00 a.m. (15 hours) daily; use plastic or paper cups; not serve food or mixed drinks; restrict beverages to beer and wine; and limit occupancy to 24 patrons. She offered to pump the existing septic tank more frequently and provide "port-a-potties," as needed. Petitioner anticipates using 24 seats inside, plus picnic tables on the deck. She offered to eliminate the outside seating. The deck constitutes one-quarter of the 900 square feet of the establishment. She will upgrade the septic system as her income from operating the tavern recoups her investment. She will close-up and terminate her lease if she cannot bring the premises "up to Code," that is, to meet the current Florida Administrative Code requirements for septic tanks and/or sewer connections, in one year's time. She has no objection to such provisos being attached to a variance, if one is granted. At hearing, certified septic tank engineers, Agnes Nelson and Joe Nelson, testified that the existing 750-gallon septic tank should handle 24 patrons and the water use would be further limited by using plastic or paper drink containers. In Mr. Nelson's opinion, since he found no salt water from the Bay or water table inversion in the tank when he inspected it, and since the drainfield slopes away from the building, the only way salt water would enter the existing septic tank is if it got above ground. Agnes Nelson conceded that high tide could fill the tank up. If, for any reason, the drainfields were not working, then the current septic tank would not work. However, because the building is between the beach and the drainfields; because, in her opinion, 24 patrons probably could not fit inside the building; and because there was so little solid waste in the tank when it was pumped, Ms. Nelson doubted that the tide and the drainfields would create a problem, even in ordinary rainy weather. Unfortunately, in rendering her opinion, Ms. Nelson did not consider the seating capacity of the tavern's deck or the effect on the surface waters of Escambia Bay of operating the tavern with the existing system. As of the date of hearing, the Morenos were in agreement with all of Petitioner's efforts to obtain a variance. They also will allow her to bring the premises "up to Code," if she can. The Department's current opposition to granting a variance with the provisos offered by Petitioner is based in part on immaterial disputes between the parties over who signed the original application for variance and who filled in the number of seats as 75. The Department also is mistrustful of Petitioner because her second variance application stated the building constituted 1,200 square feet. Because the Department and Petitioner now agree that the premises comprise 900 square feet, the error in the second application is also irrelevant. The Department's current opposition to granting the variance with the foregoing provisos volunteered by Petitioner is at least in part due to the on-site audit, wherein Departmental staff determined that the premises, including the outside deck, actually could accommodate 60-75 living, but not necessarily seated, patrons. The Department sees this as an impediment to occupancy being limited to 24 patrons, in practice. Human nature is such that if a bar has a large, outside deck in a tropical climate, it will probably have more patrons then those sitting in the 24 "seats" provided. While this concern might be speculative in other realms, in dealing with possible contaminants to groundwater or to the surface waters of Escambia Bay, it is a legitimate, if uncodified, concern. Joseph Scott Hale, Environmental Health Supervisor I, made the following suggestions which do not require a variance. Petitioner could connect her premises to the existing sewer at the 75-person occupancy limit; or could install a septic tank or tanks and drainfield(s) in accordance with Departmental rules for a 47-person occupancy limit; or could install a much more modest tank and drainfield system for a 24-person occupancy limit. Petitioner has received written bids to accomplish such alternatives in the following ranges. (1) Installation of the necessary plumbing and pumps to connect to an accessible sewer line is available at a cost of $27,628 to $28,450, although these costs could be inflated to more than $40,000 by adding a grinder station and by charges from CSX railroad for access across its right-of-way to the existing sewer lines; and (2) Installation of one or more septic tanks and drainfield systems in accordance with current rules and in a size for an occupancy capacity of 47 is available for a price ranging from $28,032 to $29,465. Neither of these options is currently feasible for Petitioner, because she has spent her savings on the completed renovations and has only $1,000 +/-, on deposit at this time. She has no current income. Without a contract to purchase the tavern property, she does not believe she can obtain financing. She is not eligible for an upgrade grant from the State because the tavern is commercial property. Petitioner feels that it would be necessary for her to run the tavern at a profit for a year at a minimum capacity of 24 seats in order to be able to pay for either of the foregoing possibilities. She cannot get an alcoholic beverage license without the variance. Petitioner is satisfied that if she cannot make a go of the tavern within one year, she can rescind the lease. The Morenos were silent on this issue. It is not necessary to interpret the lease on this score in order to resolve this case. Respondent construes part of Mr. and Mrs. Nelson's testimony as providing a third, cost-effective, and reasonable alternative for Petitioner in the form of a septic tank and drainfield which could be installed according to current Code with an occupancy capacity of 24 patrons at an approximate cost of $3,600 to $4,000. This oral estimate was testified to by Mrs. Nelson, who, although a certified septic tank inspector, does not actually do installing of septic tanks. She conceded that dollar figure was purely a guess and based on one elevated tank of 1050 gallons with a baffle. Mr. Nelson, who does the actual installing, estimated that more than one tank, a mount system, and a pump or two might be necessary, at additional cost. His thinking is in line with the components of the other written estimates Petitioner has received. Accordingly, it is found that the estimate that Ensley Septic Tank Service can bring the existing system up to Code at a cost of $3,600 to $4,000 to Petitioner is speculative and not a reasonable alternative. As is common, expert opinions were mixed on the danger, if any, to the groundwater and surface waters which would be occasioned by Petitioner operating the tavern under her foregoing proposed provisos without upgrading the current septic system. Petitioner's expert in civil engineering and degradation of groundwater did soil borings on the premises and hit no groundwater at 15 inches, even after two weeks of significant rain. However, his experience with soil analysis from "mottling" was limited, and accordingly, his opinion that water in the ground will never or rarely rise above 15 inches, so as to endanger groundwater or surface waters was not persuasive. Instead, I accept the greater weight of the evidence as a whole in order to make the following findings of fact. The top of the drainfields are located 12 to 22 inches below grade and occupy a one foot area, 24-34 inches below grade. The seasonal high water table is 15 inches below grade. The drainfields operate within the groundwater table. Current rules require drainfields to have a separation from the bottom of the drainfield to the top of the seasonal high water table so as to provide space for aerobic biological action. When a drainfield operates within the water table, no opportunity exists for aerobic biological action. Anaerobic biological action is not effective in killing viruses and other pathogens. Viruses can travel in soil from a drainfield to surface water at a rate of 100 feet in eight hours. Mr. Hale, (see Finding of Fact 30), who was accepted as an expert in groundwater table determination, has an impressive list of credentials, and among other qualifications, is State-certified in OSTDSs. He has personally witnessed water rising to the level of the leechfield in this location. Mr. Hale also took borings, but not in the leechfield. Even though standing water was not found until 32 inches below grade, the soil was saturated at 15 inches, which is the seasonal high water table and mean high water mark of Escambia Bay at Petitioner's waterfront. The usual groundwater high water table in this location is 24 inches below natural grade, and the temporary water table rises and falls, as affected by Escambia Bay tides and by rainfall. Another concern is that the leechfields average only 15 inches below grade, and soil "capillary action" or water "wicking" through the soil can result in contamination of the groundwater if they become saturated. The close proximity of the property to Escambia Bay presents the potential for pollution of surface waters. Mr. Hale reported that the tavern location is not subject to frequent flooding. However, it can, and probably will, flood, as before, during a hurricane. Mr. Hale testified further that but for the length of the cessation of business as a result of the hurricane (more than one year), the tavern could have continued to operate with eight seats and no danger to the groundwater. In his opinion, the existing system, unaltered, can handle waste disposal for only eight patrons. A 47-seat occupancy is the maximum allowable for a 1,000 gallon flow. Even though 24 seats would not be expected to exceed 1,000 gallons a day, 24 seats would not be accommodated by the existing system's 750 gallon tank, drainfields, leechfields, and insufficient set back footage. Mr. Hale reluctantly conceded that 22 seats might be "feasible," with all proposed provisos in place, plus the substitution of low flow toilets, but that solution would not be his best recommendation nor acceptable to the Department. According to Dr. Malcomb Shields, who was accepted as an expert microbiologist in the field of migration of pollutants from drainfields to surface waters, Escambia Bay is already above its threshold in dangerous nutrients. Dr. Shields further opined, with impressive scientific detail, that narrowing the zone in the drainfield, as on the Lighthouse Tavern property, makes the drainfields susceptible to more pathogens. In his opinion, the offered provisos would have absolutely no effect on the existing septic tank and system efficiency except to limit water and waste into the septic tank itself. Dr. Shields conceded that a variance granted upon the terms requested would not, by itself, cause significant degradation of water quality. However, he felt that perpetual use of the variance, even with the foregoing provisos, would, combined with all other factors present, contribute to surface water degradation, which is the test under the rule. Dr. Shields did not feel that a variance absolutely limited to one year's duration would have the same effect.
Recommendation Based upon the findings of fact and conclusions of law, it is RECOMMENDED: That the Department of Health enter a final order which: Permits Petitioner to operate her tavern either with a connection to the existing sewer system or with installation of a septic tank and drainfield system in accordance with the current Florida Administrative Code rules for an occupancy capacity of 24 patrons; and alternatively Grants Petitioner a 12-month variance to utilize the existing tank and drainfield system upon the following terms: Petitioner shall obtain and maintain an annual OSTDS operating permit allowing inspection at will by the Department; Petitioner shall maintain an annual contract with a licensed septic tank contractor to inspect and service the existing OSTDS at least once per month, or more frequently as necessary; Upon notification by the septic tank contractor of any problem with the OSTDS, Petitioner shall provide port-a- potties sufficient for 22 patrons; During the 12 months the variance is in place, Petitioner shall provide a port-a-potty on any occasion of rain over eight hours' duration. Petitioner shall not open for business until low- flow toilets are substituted; Petitioner shall operate the premises as a tavern for no more than 12 months, during which 12 months Petitioner shall take all necessary steps to bring the system up to Code or to connect to the sewer line; During the 12 months the variance is in place, Petitioner shall limit hours of operation to 15 hours daily; eliminate all deck seating; provide no more than 22 seats inside; use only paper or plastic ware; serve no food or mixed drinks; and actively limit occupancy to 22 patrons at any one time; and At the end of the 12 months, the system shall be in compliance or the tavern shall be closed and remain closed until compliance is achieved. DONE AND ENTERED this 12th day of February, 2001, in Tallahassee, Leon County, Florida. ELLA JANE P. DAVIS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 12th day of February, 2001. COPIES FURNISHED: Steven E. Melei, Esquire 3603 Mobile Highway Pensacola, Florida 32505 Rodney Johnson, Esquire Department of Health 1295 West Fairfield Drive Pensacola, Florida 32501 Theodore M. Henderson, Esquire Agency Clerk Department of Health 4052 Bald Cypress Way, Bin A02 Tallahassee, Florida 32399-1701 Dr. Robert G. Brooks, Secretary Department of Health 4052 Bald Cypress Way, Bin A00 Tallahassee, Florida 32399-1701
The Issue At issue in DOAH Case No. 04-4333 is whether Respondent committed the two violations of Florida Administrative Code Rule 64E-6.022 alleged in the citation issued on September 29, 2004, and, if so, whether the imposition of a $1,000.00 fine was properly imposed. At issue in DOAH Case No. 05-0695 is whether Respondent committed the three violations alleged in the Amended Administrative Complaint issued on February 21, 2005, and, if so, whether his septic tank contractor registration should be revoked or some lesser penalty imposed.
Findings Of Fact The Department is the state agency charged with enforcing the statutory provisions pertaining to the practice of septic tank contracting in Florida pursuant to Chapter 489, Part III, and Section 381.0065, Florida Statutes (2004). At all times relevant to this proceeding, Respondent Matt Beebe, was a registered septic tank contractor, having been issued registration number SR0971283, and was the qualifying contractor for his business, Southern Sanitation, Inc. ("Southern Sanitation"), having been issued registration number SA0970864. On June 7, 2001, Mr. Beebe was cited for installing a septic system without a permit, in violation of Florida Administrative Code Rule 64E-6.022, and paid a fine of $500.00 without contest. At all times relevant to this proceeding, Mr. Beebe also operated a septage disposal service business under the Southern Sanitation name, having been issued operating permit number 11-QN-0054. Improper Septage Disposal and Sanitary Nuisance On September 29, 2004, Kenneth Rech, the Department's environmental health and engineering director for Collier County, received a telephone complaint that a Southern Sanitation septage hauling truck had been seen emptying its contents onto a vacant lot at 295 Brandy Lane in Naples. Mr. Rech and his assistant, James Miller, drove out to the location to investigate the complaint. When he arrived at the location, Mr. Rech first spoke to the complainant, who lived across the street from the vacant lot. The complainant estimated that the Southern Sanitation truck left the lot about 20 minutes before Mr. Rech arrived. Mr. Rech and Mr. Miller investigated the site. Mr. Rech described the area containing the dumped contents of the truck as a low-lying wetland. The property was about ten acres in size. The owner kept horses on the lot. Mr. Rech testified that there was a strong smell of septage, though the dumped contents were light gray in color. Raw septage is generally black. Based on the smell, Mr. Rech concluded that the dumped contents included septage mixed with some other material. Mr. Rech telephoned Erin Kurbec to meet him at the dump site. Ms. Kurbec is a Department employee responsible for oversight of septage hauling and disposal businesses. Ms. Kurbec in turn phoned Mr. Beebe and asked him to come to the site. Mr. Rech testified that Mr. Beebe was "very agitated" when he arrived at the dump site, calling Ms. Kurbec a "liar," and protesting that the Department did not have the right to ask for his company's hauling logs. Because of Mr. Beebe's aggressive behavior, Mr. Rech phoned to request a Sheriff's deputy to come to the site. Mr. Beebe conceded that he was somewhat agitated because Ms. Kubec asked him to come to the site, but would not tell him why she wanted to see his truck. She would only say that it was a "spot check," which Mr. Beebe did not believe. By the time the Sheriff's deputy arrived, the situation had calmed down. Mr. Beebe told Mr. Rech that he had dumped approximately 3,000 gallons of "drillers' mud" on the site. Drillers' mud, or bentonite clay, is a colloidal clay sold under various trade names that forms a slick slurry, or gel, when water is added. The appearance of the material dumped at the site was consistent with that of drillers' mud. Mr. Beebe testified that the owner of the vacant lot asked him to dump the drillers' mud to fill in a low-lying, hard to reach area of the property. The liquid-like consistency of the drillers' mud made it ideal for filling this difficult portion of the property. Mr. Beebe's testimony as to having permission to dump materials on the property is credited. Mr. Rech took two samples of the dumped material from a pooled area about six inches deep. He used sterile sample equipment and containers. Because Mr. Beebe had alerted him to the possibility that there could be horse manure under the dumped material, Mr. Rech was careful to scoop the contents from the top of the dumped material. Mr. Rech provided one of the samples to Mr. Beebe to allow Mr. Beebe to have a laboratory of his choice analyze the material. Mr. Rech sent the other sample to the Department's Tampa laboratory, which found the sample to contain a fecal coliform count of 4,800 colonies per gram. The laboratory's report was stamped with the disclosure stating, "Sample does not meet the following NELAC requirements: 1) exceeds 6 hr. hold time; 2) this matrix is not certified under NELAC." NELAC is the National Environmental Laboratory Accreditation Conference, a voluntary association of state and federal agencies, the purpose of which is to establish and promote mutually acceptable performance standards for the operation of environmental laboratories. NELAC certifies environmental laboratories such as the Department's Tampa facility, which was not certified for solid matrices such as the sample provided by Mr. Rech. Dr. Philip Amuso is the director of the Department's Tampa laboratory. Dr. Amuso testified as to the testing procedures and the disclosure statement included on the laboratory report. He concluded that neither of the disclosures affected the validity of the fecal coliform count found in the sample. Dr. Amuso testified that the applicable testing standard calls for a sample to be analyzed for fecal coliform within six hours of the sample collection time. The sample in question was not tested within six hours. However, Dr. Amuso testified that the longer a sample is held, the lower the fecal coliform count will be, because the fecal coliform colonies tend to die off over time. Thus, Dr. Amuso testified that the fecal coliform count in the sample was likely understated, due to the failure to analyze the sample within six hours. Dr. Amuso testified that his laboratory chose to classify the sample as solid. The Tampa laboratory was required to note on its report that it is not NELAC-certified for solid matrices. However, Dr. Amuso testified that the classification of the sample had no impact on the analysis performed or the validity of the result. He explained that the laboratory could have classified the sample as a non-potable liquid, a matrix for which the Tampa laboratory is NELAC-certified, and the same analysis would have been performed and would have yielded the same result. Mr. Beebe forwarded his sample of the dumped material to Sanders Laboratories, Inc. ("Sanders"), a private environmental testing service. The Sanders laboratory classified the sample as a non-potable liquid and performed its analysis within six hours of the sample's collection. The Sanders laboratory report dated September 30, 2004, found the fecal coliform count to be 1,600,000 colonies per 100 milliliters. Placed in comparable terms to the Tampa laboratory's report, this sample showed a fecal coliform count of 16,000 colonies per gram, or about three times higher than the Tampa laboratory's sample. Dr. Amuso attributed this higher reading to the fact that Sanders ran its test within six hours of collection. Dr. Amuso testified that the fecal coliform count of 4,800 colonies per gram found in the Tampa laboratory's sample constituted "pretty significant" contamination. Mr. Rech testified that a count of 4,800 colonies per gram is about one-half of the count found in raw, untreated septage from a septic tank, and that such a count is "bad" in terms of public health significance. Mr. Rech testified that the fecal coliform count in the Sanders sample was "in the range" for raw untreated septage. Mr. Rech stated that the laboratory analyses led to the conclusion that there was a substantial amount of untreated septage mixed with the drillers' mud in the dumped materials. He concluded there was more septage than could reasonably be attributed to residue from a previous dump of septage in Mr. Beebe's truck. He added that it would be impossible to clean the tank of a septage disposal truck sufficiently to prevent fecal contamination of a subsequent non-septage load. Mr. Beebe conceded that Mr. Rech told him that he should not use a septage hauling truck for any other kind of load, especially where that load would be dumped on the ground. Before leaving the dump site on September 29, 2004, Mr. Rech and Ms. Kurbec handed Mr. Beebe the citation for failure to properly treat or dispose of septage and the creation or maintenance of a sanitary nuisance. The citation directed Mr. Beebe to pay a fine of $500.00 for each of the two violations. Mr. Rech testified that he and Ms. Kurbec were able to conclude from their on-site observations that Mr. Beebe had improperly disposed of septage and had created a sanitary nuisance. Mr. Rech stated that the subsequent laboratory analysis served to confirm those conclusions. Mr. Rech testified that untreated septage consists of human waste containing high levels of fecal coliform and viruses, bacteria, and parasites that cause a wide range of gastrointestinal and neurological conditions in humans. Mr. Rech stated that untreated septage dumped anywhere other than at a properly regulated disposal site constitutes a public health nuisance. He noted that the materials were dumped by Mr. Beebe within roughly 100 feet of residential drinking water wells. Mr. Beebe admitted that he dumped the contents of his disposal truck on the vacant lot, though he denied that it contained septage. He theorized that the high fecal coliform counts in the laboratory analyses were caused by animal manure beneath the drillers' mud that he dumped on the property. Dr. Amuso conceded that no testing had been performed to establish the ambient level of coliform on the property, and further conceded that the laboratory tests do not distinguish human from animal feces in measuring the coliform count. However, as noted above, Mr. Rech knew that there were animals on the property and carefully took his sample from the top of the dumped material. Mr. Rech testified that the strong smell of septage, and the high coliform count found by the subsequent laboratory analyses left no doubt that untreated human waste had been dumped on the property by Mr. Beebe. The Department established, by clear and convincing evidence, that Mr. Beebe dumped a mixture of drillers' mud and untreated septage on the lot at 295 Brandy Lane in Naples. Holding Tank On or before January 6, 2005, Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the newly built residence of Edward Ehlen at 616 Crescent Street on Marco Island. Mr. Beebe did not dig the hole, nor did he connect the holding tank to Mr. Ehlen's house. Mr. Ehlen testified that he contracted with the City of Marco Island in July 2004 to connect his new residence, an $800,000 house, to the city sewer system. The connection was to be completed no later than November 2004, when Mr. Ehlen and his family expected to take occupancy of the house. The city did not complete the connection and, therefore, allowed Mr. Ehlen to install a holding tank to be used until the sewer connection was completed. After the holding tank was installed, the city inspected the tank and gave Mr. Ehlen a temporary certificate of occupancy. On January 6, 2005, after Mr. Ehlen and his family had moved into their house, the Department discovered that the Ehlen home was using a holding tank to collect its wastewater. On January 7, 2005, the Department issued to Mr. Ehlen an "Official Notice to Correct and Abate a Sanitary Nuisance," finding that Mr. Ehlen was in violation of "Florida Statutes Chapters 381 and 386" because "plumbing discharge from your home is connected to a sewage holding tank which has not been permitted or inspected by this department." The Notice also provided, in relevant part: You are hereby directed to correct this condition by complying with all the conditions listed below. Apply for a "temporary" Holding Tank permit by close of business on Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days, Permit fee is $185.00] Apply for an abandonment permit for the temporary holding tank by close of business Monday, January 10, 2005. [This permit will be valid for a maximum of 120 days. Complete tank removal will be required within 10 days of hook up to public sewer. Permit fee is $40.00] Have a licensed septic contractor excavate the holding tank for inspection of all connections and seals by this department by Wednesday, January 12, 2005. Sign and maintain a pump-out agreement with a licensed septage hauler until the temporary holding tank is properly abandoned and inspected by this department. Provide a copy of this agreement to the department by Wednesday, January 12, 2005. [Minimum required pump-out frequency to be every other day]. Complete hookup to Marco Island Utilities sewer system within 120 days of receipt of this notice. Failure to comply may result in administrative and/or civil enforcement action, including administrative fines of up to $500 per day per violation of law. On January 12, 2005, the Department issued a 120-day temporary permit to Mr. Ehlen for his holding tank. Also on January 12, 2005, Mr. Ehlen signed a contract with Southern Sanitation pursuant to which Mr. Beebe's company agreed to pump out the holding tank three times per week. Mr. Beebe conceded that he did not obtain a permit from the Health Department before he placed the holding tank in the hole on Mr. Ehlen's property. Mr. Beebe relied on Mr. Ehlen's statement that the City of Marco Island had approved the installation of the holding tank. Florida Administrative Code Rule 64E-6.0101(7) provides that a construction permit must be obtained before the placement or installation of any holding tank. The Department established, by clear and convincing evidence, that Mr. Beebe placed a 900-gallon domestic wastewater holding tank into a pre-dug hole at the Ehlen's residence without obtaining a Department permit. Mr. Beebe's good faith belief that Mr. Ehlen had obtained approval for the placement of the tank is noted as a mitigating factor, but cannot operate as a defense for a registered septic tank contractor's admitted failure to confirm the status of any permit with the Department prior to commencing work on the project. Collection and Hauling Log Mr. Beebe's annual operating permit from the Department authorizes him to pump septage from septic tanks and holding tanks and haul it to an approved treatment site for disposal and treatment. Florida Administrative Code Rule 64E-6.010(7)(e) requires a septage hauler to maintain a collection and hauling log "at the treatment site or at the main business location" and to retain that log for a period of five years. The rule lists the following items for inclusion in the log: Date of septage or water collection; Address of collection; Indicate whether the point of collection is a residence or business and if a business, the type of business; Estimated volume, in gallons, of septage or water transported; Receipts for lime or other materials used for treatment; Location of the approved treatment facility; Date and time of discharge to the treatment facility; and Acknowledgement from treatment facility of receipt of septage or waste. On September 29, 2004, the date on which the Department investigated Mr. Beebe's dumping of drillers' mud and sewage on the lot at 295 Brandy Lane in Naples, the Department requested that Mr. Beebe provide his septage collection and hauling log. On September 30, 2004, Mr. Beebe faxed to the Department a single-page, typed document titled, "RE: Southern Sanitation, Inc. Truck Log for Trucks 1 and 2." The document stated that on September 29, 2004, "Truck #1" transported 3,000 gallons of "Well Drillers Mud" from Southern Well Drillers Services drilling site and disposed of it at 295 Brandy Lane. The document stated that "Truck #2" did not haul materials on September 29, 2004. Mr. Rech testified that this document did not satisfy the rule criteria for collection and hauling logs. He noted that this was not a log kept by the drivers of the trucks, but merely a statement from Mr. Beebe attesting to what the trucks had hauled on a single day. Mr. Rech also pointed out that the Department had inspected and authorized Mr. Beebe to haul septage in two trucks identified by their vehicle identification numbers, but that Mr. Beebe's single-page "log" provided no information specifically identifying the trucks in question. On February 3, 2005, the Department sent a letter to Mr. Beebe requesting that he produce, among other documentation, "your original collection and hauling logs for all domestic sewage and food establishment sludge and/or septage you collected and disposed of from January 1, 2004 through February 2, 2005." On February 11, 2005, Mr. Beebe responded to the Department's request, providing copies of "Septic Receiving Logs" maintained by the North County Water Reclamation Facility ("NCWRF"), the Collier County wastewater facility at which Mr. Beebe disposed of his loads. There were log pages for January through June 2004, and October through December 2004. The logs included the dates of disposal, the number of gallons and type of waste in the load (septic or grease), and the signature of the Southern Sanitation driver who dropped off the load. On March 8, 2005, Mr. Beebe submitted to the Department supplemental information covering January 2005. It includes a typed "Pump Job List" for January 2005, prepared on March 3, 2005. The list contains dates, addresses, and approximate gallons collected, including eight entries for pumping out Mr. Ehlen's holding tank. Individual trucks were not identified on this list. The supplemental information also included an NCWRF Septic Receiving Log for January 2005. Mr. Beebe testified that the Department had never asked him for an accounting during the eight years he has operated his business and that the Department did so in this case only after he contested the allegations in the Brandy Lane dumping case. Mr. Beebe appeared to believe that the Department was acting punitively in requesting documents that Mr. Beebe, as the owner of a permitted septage disposal business, was required to keep. Mr. Beebe did not contest the apparent fact that he did not keep collection and hauling logs for his trucks in the normal course of business. Such documentation as he provided was insufficiently detailed to meet the requirements of Florida Administrative Code Rule 64E-6.010(7)(e), and in some instances was cobbled together well after the fact in order to provide the Department with some documentation of Southern Sanitation's activities. Mr. Rech testified that the Department requires accurate logs of collections and disposals to allow it to monitor compliance and investigate complaints. An accurate, detailed, and contemporaneously-created log would have allowed the Department to discover what Mr. Beebe's truck had collected and dumped prior to the Brandy Lane dumping incident and would have allowed the Department to reconcile the amounts of septage collected by Mr. Beebe from January 2004 through February 2005, with the amounts of septage Mr. Beebe properly disposed of during the same period. The Department established, by clear and convincing evidence, that Mr. Beebe did not maintain a septage collection and hauling log as required by Florida Administrative Code Rule 64E-6.010(7)(e). Improper disposal of septage The terms of Mr. Beebe's septage disposal service permit required him to dispose of his collected septage at the NCWRF. Dale Waller, the plant manager of the NCWRF, testified as to the procedures followed by sewage haulers at the facility. Mr. Waller testified that the facility has a computer capable of generating reports as to the quantity of disposals made by haulers, but that the computer system often does not operate correctly. Therefore, the facility's chief means of monitoring disposals is the "Septic Receiving Logs" discussed above. The Septic Receiving Log requires the hauler to record the date of disposal, whether the disposal consisted of septage or grease, the amount of disposed material in gallons, and the driver's signature and printed name. The number of gallons disposed is shown on a calibrated gauge when the waste is pumped out of the truck. Mr. Waller testified that this gauge is accurate within five per cent of the actual amount pumped. The county sends invoices each month to the hauler, based on the number of gallons and the type of waste disposed of at the facility. The Septic Receiving Log is maintained in the foyer of the NCWRF building, with a monthly sheet for each hauling company that uses the facility. No NCWRF employee monitors the haulers as they make their log entries. Mr. Waller testified that it is essentially an honor system for the haulers. Due to computer problems, the NCWRF had no computer records of disposals for the month of January 2005. The Septic Receiving Log for Southern Sanitation for that month showed six entries totaling 11,908 gallons of septage and grease, plus two early January 2005 entries of 3,450 gallons that were placed on the December 2004 log, for a total of 15,358 gallons. Mr. Waller testified that in March 2005, Mr. Beebe submitted a revised Septic Receiving Log for Southern Sanitation for the month of January 2005. Mr. Beebe also provided this revised log to the Department as part of his March 8, 2005, supplemental information for the month of January 2005. This revised log listed three additional disposals of septage in the month of January 2005: 2,550 gallons on January 17; 2,000 gallons on January 24; and 1,700 gallons on January 28. These additional 6,250 gallons brought the reported total disposals of septage and grease for January 2005 to 21,608 gallons. The NCWRF declined to accept the revised Septic Receiving Log as an official record of Southern Sanitation's disposals at the facility for the month of January 2005, because the NCWRF could not verify the additional disposals. Mr. Beebe was billed only for those disposals documented on the original Septic Receiving Log kept at the facility. As part of the March 8, 2005, submission of supplemental information, Mr. Beebe provided to the Department a "pump job list" for January 1 through 28, 2005. This list indicated that Southern Sanitation collected between 21,000 and 22,600 gallons of wastewater during the period specified, a number that roughly corresponds to the total number of gallons reported by Mr. Beebe in his revised Septic Receiving Log for the month of January 2005. At the hearing, the Department contended that because Mr. Beebe reported collecting between 21,000 and 22,600 gallons of waste, but could only verify the proper disposal of 15,358 gallons of waste, Mr. Beebe must have improperly disposed of at least 5,600 gallons and as much as 7,200 gallons of waste. In a similar fashion, the Department examined the amounts that Mr. Beebe reported pumping from Mr. Ehlen's holding tank, compared those amounts to the Ehlen household's water usage for the month of January 2005, and concluded that Mr. Beebe further underreported the amount of waste collected that month and, therefore, must have improperly disposed of even more than 5,600 to 7,200 gallons of waste. Mr. Beebe was forthright regarding the issues in these cases, even when his testimony was against his own interests. In light of his overall credibility, Mr. Beebe's denial that he made any improper disposals of waste is credited. No evidence was presented to show that Mr. Beebe actually made these improper disposals. The Department's contention was a surmise derived from discrepancies in Mr. Beebe's reports of collections and disposals. Based on all the evidence, the undersigned finds that the discrepancies in the reports were more likely due to Mr. Beebe's poor record-keeping and his after-the-fact efforts to create records complying with Florida Administrative Code Rule 64E-6.010(7)(e), rather than any illegal dumping of waste. The Department failed to establish by clear and convincing evidence that Mr. Beebe improperly disposed of septage during the month of January 2005.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner, the Department of Health, enter a final order imposing a $1000.00 fine for the violations described above, relating to DOAH Case No. 04-4333, and imposing a fine of $1,500.00 and a 90-day suspension of Respondent's septage disposal operating permit for the violations described above, relating to DOAH Case No. 05-0695. DONE AND ENTERED this 7th day of July, 2005, in Tallahassee, Leon County, Florida. S LAWRENCE P. STEVENSON 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 7th day of July, 2005. COPIES FURNISHED: Michael F. Kayusa, Esquire Post Office Box 6096 Fort Myers, Florida 33911 Susan Mastin Scott, Esquire Department of Health 2295 Victoria Avenue, Room 206 Fort Myers, Florida 33901 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
