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 Whether Petitioner's application for a septic tank permit application should be granted?
Findings Of Fact On July 29, 1987, Petitioner applied for a septic tank permit for a proposed individual sewage disposal system to serve a single family residence on Lot 40, Block P, Killearn Lakes Unit I (Unit 1), in Leon County, Florida. A septic tank system consists of a tank and a drainfield which is wholly or partly underground. The decision of whether to grant a septic tank system permit is greatly influenced by the elevation of the wet season water table in the area where the septic tank system will be located. Under normal circumstances, the elevation of the wet season water table can be determined by taking a boring of the ground in question using an auger. If water is found at the time the boring is conducted, that is an indication of where the water table is located. If no water is found, the elevation of the wet season water table can be determined by examining the soil removed from the ground for signs of mottling. Mottling is the discoloration of the soil caused by the interaction of water with the minerals in the soil. The process of mottling takes place over hundreds of years. Therefore, a rapid change in conditions may cause the elevation of the wet season water table to be different than what would be indicated by mottling. Because of the development of Unit I and the drainage method used in Unit I (sheetflow), the elevation of the wet season water table in Unit I is estimated to be between 12 and 20 inches higher than what is indicated by mottling. On July 7, 1987, a boring was taken on an indeterminate area on Lot 40, by Certified Testing, Inc., a private engineering firm. The evaluation of the boring resulted in mottling being present at a depth of 60 inches. On August 3, 1987, Ms. Teresa A. Hegg, an Environmental Health Specialist with HRS, took two borings on Lot 40. The first boring was taken in an area other than where the septic tank system's drainfield would be located. This boring resulted in mottling being present at a depth of 45 inches. The second boring was taken in the area where the septic tank system's drainfield would be located. This boring resulted in mottling being present at a depth of 22 inches. Based on the boring taken at the proposed site for the septic tank system, showing mottling at 22 inches, and the estimate that the wet season water table in Unit I is from 12 to 20 inches higher than mottling would indicate, the estimated wet season water table for Lot 40 is between 2 to 10 inches below the ground surface. Unit I has a history of septic tank system failures. Unit I was platted prior to January 1, 1972. There exists a very high probability that any septic tank system, even a mound system, installed in Lot P-40 will fail.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent issue a final order denying Petitioner's application for a septic tank permit. DONE and ENTERED this 28th day of July, 1988, in Tallahassee, Florida. JOSE A. DIEZ-ARGUELLES Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of July, 1988. APPENDIX TO RECOMMENDED ORDER, CASE NO. 87-4085 The Respondent has submitted proposed findings of fact which are addressed below. Paragraph numbers in the Recommended Order are referred to as "RO ." The Respondent's Proposed Findings of Fact Proposed Finding Paragraph Number in Recommended Order of Fact Number of Acceptance or Reason for Rejection First phrase accepted. Remainder of paragraph supported by competent evidence but unnecessary to the decision reached. First two sentences accepted. Third sentence supported by competent evidence but unnecessary to the decision reached. Accepted. Accepted. 5,6,7,8,9,10 Supported by competent evidence but unnecessary to the decision reached. Accepted. Accepted. 13,14 Supported by competent evidence but unnecessary to the decision reached. 15. First sentence accepted. Second sentence rejected; the wet season water table on Lot P-40 is from 2-10 inches below grade. Third sentence accepted. COPIES FURNISHED: Salvatore A. Carpino, Jr., Esquire One Urban Centre, Suite 750 4830 West Kennedy Boulevard Tampa, Florida 33609 John R. Perry, Esquire Assistant District II Legal Counsel Department of Health and Rehabilitative Services 2639 North Monore Street Suite 200-A Tallahassee, Florida 32303 Sam Power, Clerk Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 Gregory L. Coler, Secretary Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700 John Miller, Acting General Counsel Department of Health and Rehabilitative Services 1323 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue The issue is whether Respondent should have his license suspended and an administrative fine imposed for allegedly committing fraud and deceit in the practice of contracting, providing septic tank contracting services without an operating permit, and submitting a fabricated building permit number to obtain a final inspection approval of a job.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Generally When the events herein occurred, Respondent, Willie A. Harmon, operated a septic tank business in Santa Rosa County, Florida, under the name of Willie Harmon's Septic Tank Service. That profession is regulated by Petitioner, Department of Health (Department). In this proceeding, the Department alleges that Respondent violated its rules law on three separate occasions in 1995, 1996, and 1997. Each alleged violation is discussed below. The Iris Lane Citation In April 1997, William M. Newell, who manages various rental properties in Santa Rosa County (County), hired Respondent to pump out a backed up septic tank system located at 1824 Iris Lane, Navarre, Florida. The system was an older one with a sand bottom, a type sometimes found in the southern part of the County. The job was performed by Respondent on April 21, 1997, and it called for Respondent to pump the tank dry. Respondent received payment from Newell for these services. On the evening of April 22, 1997, Newell returned to the premises and found the lid back on the system. Assuming that the job was completed, he telephoned the Santa Rosa County Health Department to request an inspection of the tank, as required by law. Larry Thomas, an environmental supervisor, inspected the tank on April 23, 1997, and found approximately five inches of solids still remaining in the tank and the remainder of the tank full of water. A properly pumped out tank would be dry. Newell immediately contacted Superior Septic Tank Service in Crestview, Florida, to repump the tank. Earl Raybon, an employee of that firm, inspected the tank and assumed it had not been pumped out since it was full of water and had a layer of sludge at the bottom. Raybon observed that the walls and lid of the system were "in good shape," but it needed a replacement liner. Raybon then repumped the tank until the system was dry. When Respondent was later asked by Newell and Thomas why the tank had sludge and water, Respondent advised them that water and solids must have bled (leached) back into the tank through the sand bottom. Although it is not uncommon for groundwater to seep back into a tank through a sand bottom, it is highly unlikely that the tank would completely refill with water within two days, unless the area experienced heavy rains. There was no evidence that this occurred. Further, it is not possible for solids to seep back into the tank under any circumstances. Respondent's explanation that this accounted for the solids in the tank is not deemed to be credible. Respondent also explained that in order to prevent the ingestion of sand into his equipment, he had to leave some sludge at the bottom of the tank. Raybon established, however, that under current industry standards, it is the responsibility of the contractor to pump a tank dry, even if one gets sand in his equipment. Consistent with that practice, Raybon pumped the tank dry. Respondent finally contended that if he had pumped the tank dry, the sides of the system might have collapsed. This occurs, however, only when there is water pressure on both sides of the system. Because the second contractor pumped the system dry without incident, it is found that a collapsing system was not a valid concern. By failing to pump the tank dry, as required by industry standards, Respondent committed fraud and deceit on the customer. In addition, this misconduct caused the customer to incur monetary harm in that the customer had to pay a second contractor to finish the job. The Deer Lane Citation In early December 1995, Respondent installed a new septic tank system on a mobile home lot at 9050 Deer Lane, Navarre, Florida. Before the final written inspection approval for a new septic tank system can be given by the Department, the building permit must be attached to the application. It is the responsibility of the owner, and not the septic tank contractor, to obtain the building permit. Alternatively, if the lot is still undeveloped, as it was here, approval of the system may be obtained without a building permit by simply securing a yellow- green temporary sticker from the Department. On December 5, 1995, Respondent submitted paperwork to the Santa Rosa County Health Department reflecting that building permit number 95-608 had been issued to the owner. He contended that this number was obtained over the telephone from the owner, and this claim was not contradicted. However, a building permit was not issued to the owner until December 7, 1995, and it carried permit number 95-4144. The local department immediately discovered the difference in the two numbers and charged Respondent with fraud and deceit. There was no intent on the part of Respondent to commit fraud or deceit on the Department. Indeed, he could have obtained an inspection and final approval without a building permit being issued since the lot was still undeveloped. Moreover, he had no financial incentive to fabricate the permit number. Therefore, it is found that he did not commit fraud or deceit in the practice of contracting. The Webster Street Citation In order to perform septic tank services, a contractor must be registered with a county health department. By having an operating permit from one county health department, a contractor may perform services in other counties as well. Therefore, an operating permit in Okaloosa County would enable Respondent to perform services in Santa Rosa County. On June 27, 1996, Respondent partially pumped a tank at 7843 Webster Street, Navarre, Florida. At that time, he held no active registrations to perform the work. He eventually obtained an operating permit from the Okaloosa County Health Department on July 29, 1996. According to a representative of the Okaloosa County Health Department, it allows contractors who have previously had permits issued by that Department to work without a valid registration while their applications are being processed. This process usually, but not always, takes no more than two or three weeks. Whether Respondent had previously been issued a registration by the Okaloosa County Health Department is not of record. It is also unknown when Respondent filed his application with that Department, although he says that he had an application pending when the questioned job was performed. Because of these record deficiencies, it is found that, even though Respondent had no valid operating permit on June 27, 1996, he rightly assumed that such work was permissible under then existing policy of the Okaloosa County Health Department.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health enter a Final Order finding Respondent guilty of violating Rules 64E-6.022(1)(k) and (l)2., Florida Administrative Code, and that Respondent be assessed a $500.00 administrative fine. The charges in the two citations should be dismissed. DONE AND ENTERED this 21st day of January, 1998, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 21st day of January, 1998. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700 Rodney M. Johnson, Esquire 1295 West Fairfield Drive Pensacola, Florida 32501 Willie A. Harmon Post Office Box 733 Fort Walton Beach, Florida 32548 Pete Peterson, Esquire Department of Health Building 6, Room 102 1317 Winewood Boulevard Tallahassee, Florida 32399-0700
The Issue Whether Respondent committed the violations as set forth in the Citation for Violation, Onsite Sewage Program/Sanitary Nuisance dated April 28, 2000.
Findings Of Fact Petitioner is authorized and given the jurisdiction to regulate the construction, installation, modification, abandonment, or repair of onsite sewage treatment and disposal systems, including drainfields, by septic tank contractors. At all times material hereto, Respondent was a registered septic tank contractor and, as such, he was authorized to provide septic tank contracting services, including the installation and repair of drainfields. On or about November 2, 1995, Petitioner issued a permit (Permit No. RP648-95) to Wilmar Rodriguez for the repair of a septic tank system at 417-421 Perry Avenue, Greenacres, Florida. The property was a triplex, which was purchased by Mr. Rodriquez in 1981. Mr. Rodriguez has no knowledge as to whether any drainfields were installed or replaced on the property, prior to 1981. The Permit included the installation of a new multi- chambered septic tank, a dosing tank, a lift station, and a new drainfield. The Permit was also for a filled system and called for the drainfield to be 700 square feet. Respondent was indicated as the "agent" on the Permit. Respondent and/or his employees performed the work under the Permit. Respondent was the septic tank contractor for the repair of the septic tank system under the Permit. On November 9, 1995, the construction of the septic tank system was approved by one of Petitioner's inspectors, who was an Environmental Specialist I. Petitioner's inspectors are not present during the entire construction or repair of a septic tank system or drainfield. Usually, inspections are made after the completion of the construction or repair of the septic tank system. Additionally, the inspection of a drainfield is usually performed after the rock has been placed on top of the drainfield. On February 2, 1996, the same inspector performed the inspection after the completion of the construction of the septic tank system, including after the placing of the rock on top of the drainfield. Even though the Permit reflects a filled system, the filled/mound system section on the inspection sheet was crossed out. The inspector considered the system to be a standard system, not a filled or mound system, and, therefore, inspected it as a standard system. In inspecting a drainfield, the inspection by an inspector includes checking to ensure that a drainfield has 42 inches of clean soil below the drainfield. An inspector uses an instrument that bores down through the rock and brings up a sample of the soil, which is referred to as augering. Augering is randomly performed at two locations. For the instant case, the inspector performed the augering in two random locations of the drainfield, which were in the area of the middle top and the middle bottom. The samples failed to reveal anything suspect; they were clean. On February 2, 1996, the inspector issued a final approval for the septic tank system. Final approval included the disposal of "spoil" and the covering of the septic tank system with "acceptable soil". The inspector mistakenly inspected the system as a standard system. He should have inspected the system as a filled system.1 After the repair and installation of the septic tank system by Respondent, Mr. Rodriguez continued to have problems with the septic tank system. He contacted Respondent three or four times regarding problems with the system, but the problems persisted. Each time, Respondent was paid by Mr. Rodriguez. Sewage water was flowing into the street where the property was located and backing-up into the inside of the triplex. Having gotten no relief from Respondent, Mr. Rodriguez decided to contact someone else to correct the problem. Mr. Rodriguez contacted Richard Gillikin, who was a registered septic tank contractor. On October 14, 1999, a construction permit was issued to Mr. Rodriguez for the repair of the septic tank system. Mr. Gillikin was indicated as the agent. Mr. Gillikin visited the property site of the triplex and reviewed the problem. He determined that the drainfield was not properly functioning, but he did not know the cause of the malfunctioning. With the assistance of Petitioner's inspectors, Mr. Gillikin and Mr. Rodriguez attempted to determine the best method to deal with the problem. After eliminating options, Mr. Rodriguez decided to replace the drainfield. To replace the drainfield, Mr. Gillikin began excavating. He began removing the soil cover and the rock layer of the drainfield. Mr. Gillikin also wanted to know how deep he had to dig to find good soil. After digging for that purpose and for 10 to 12 inches, he discovered a drainfield below Respondent's drainfield. The drainfield that Mr. Gillikin discovered was a rock bed 12 inches thick in which pipes were located and, as indicated, 10 to 12 inches below Respondent's drainfield. Mr. Gillikin also dug a hole two to three feet deep, pumped the water out of the hole, and saw the old drainfield. Mr. Gillikin determined that the old drainfield extended the full length of Respondent's drainfield. As a result of Mr. Gillikin's determining that the old drainfield was below Respondent's drainfield, both drainfields had to be removed and the expense of a new drainfield increased. Leon Barnes, an Environmental Specialist II for Petitioner, who was also certified in the septic tank program, viewed the drainfield site. He determined that the old drainfield was below Respondent's drainfield and that, therefore, Respondent had not removed the old drainfield. On or about November 6, 1999, Mr. Barnes' supervisor, Jim Carter, and co-worker, Russell Weaver, who is an Engineer, also visited the drainfield site. Mr. Weaver determined that the old drainfield covered a little more than 50 percent of the area under Respondent's drainfield. On November 8, 1999, a construction inspection and a final inspection of the system installed by Mr. Gillikin were performed. The system was approved. Respondent admits that a new drainfield is prohibited from being installed over an old drainfield. However, Respondent denies that he installed a new drainfield over the old drainfield on Mr. Rodriguez's property. In 1995, Respondent failed to completely remove the old drainfield before he installed the new drainfield. The soil and rocks from the old drainfield, which was not functioning, were contaminated spoil material. Because the old drainfield was not completely removed, the contaminated spoil material remained in the drainfield and was used as part of the material in the installation of the new drainfield. Leaving the contaminated spoil material in the new drainfield, prevented the sewage water from being able to percolate through the ground, which is a method of cleansing the sewage water. Without being able to percolate through the ground, the sewage water remained on the surface of the drainfield, creating a serious sanitary nuisance and health hazard. The sewage water spilled onto the street and backed-up into the triplex. Respondent was issued a Citation for Violation, Onsite Sewage Program/Sanitary Nuisance by Petitioner.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Health, Palm Beach County Health Department, enter a final order: Affirming the Citation for Violation, Onsite Sewage Program/Sanitary Nuisance and finding that Noel Sanfiel violated Section 381.0065, Florida Statutes (1995), and Rule 10D- 6.0571(4), now Rule 64E-6.015(6), and Rule 10D-6.0751(1)(l)1, now 64E-6.022(1)(l)1, Florida Administrative Code. Imposing a fine of $500. DONE AND ENTERED this 13th day of February, 2001, in Tallahassee, Leon County, Florida. ERROL H. POWELL Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 13th day of February, 2001.
The Issue The petition in this matter was filed pursuant to Section 57.111, Florida Statutes, seeking fees and costs arising from an underlying proceeding (DOAH Case No. 93-5526) in which the Department of Health and Rehabilitative Services entered a Final Order adopting the hearing officer's recommendation that the administrative complaint against Wayne H. Crotty, d/b/a Crotty Septic/Roto- Rooter, be dismissed. The parties have stipulated to the reasonableness of the fees and costs, the total of which exceeds the statutory $15,000.00 maximum. Respondent, Department of Health and Rehabilitative Services, contests entitlement to the award and argues that Petitioners are not prevailing small business parties and, further, that the agency had a reasonable basis in law and fact at the time its complaint was filed.
Findings Of Fact The Parties Wayne H. Crotty is, and at all relevant times has been a licensed septic tank contractor in the State of Florida. Crotty Unlimited, Inc. was formed in 1987 as a holding and management company for several small, diversified corporations held by the Crotty family. One of those companies was Crotty Septic Service, Inc., which was involved in septic contracting and related businesses since 1972. In the early 1990's the other small corporations were sold, and when only Crotty Septic Service, Inc. was left, it was dissolved and was later registered as a fictitious name under which Crotty Unlimited, Inc. was doing business. From March 1992 until approximately June 1994, Crotty Septic Roto- Rooter was registered as a fictitious name owned by the corporation, Crotty Unlimited, Inc. Wayne H. Crotty is currently a director and president of Crotty Unlimited, Inc. Prior to Fall of 1994 he was vice president and secretary of the corporation. He is now, and was at all relevant times, a minority shareholder. In 1992 and 1993, Wayne H. Crotty filed applications for septic tank contracting authorization pursuant to Chapter 489, part III, Florida Statutes, for the business "Crotty Septic/Roto-Rooter." The certificates were issued by the Department of Health and Rehabilitative Services under that designated business name. Wayne Crotty never applied for or received a certificate of authorization for septic tank contracting under the name, "Crotty Unlimited, Inc." Prior to 1992 the business authorization was in the name, Crotty Septic Services, Inc. The Department of Health and Rehabilitative Services (HRS), through its state health program officer, is the state agency with statutory responsibility for licensing septic contractors, and monitoring and disciplining those contractors. The program office relies on the field staff in local county health units to conduct inspections and investigate complaints. The Underlying Proceeding In 1993 Wayne Crotty had an application pending for a permit from HRS for a septage disposal service, temporary system service and septage treatment and disposal facility. The application designates the business as "Crotty Septic/Roto-Rooter" and the owner as "Crotty Unlimited, Inc." The application describes a lime stabilization facility on Southport Road in Osceola County (the Southport facility). The purpose of the facility was to receive pumped-out sewage effluent, treat the effluent through lime stabilization and spread the treated effluent in a designated field at the facility. Michael Napier, assistant director of environmental health in Osceola County conducted a series of inspections of the Southport facility in April, May and June of 1993. Mr. Napier noted what he considered were violations of Chapter 386, Florida Statutes, relating to sanitary nuisances and rule chapter 10D-6, Florida Administrative Code, relating to the treatment and disposal of septage and the standards of practice of septic tank contracting. He spoke with Wayne Crotty and corresponded with him regarding the inspection findings and he also consulted with Gerald Briggs, an environmental manager with HRS' state health program office in Tallahassee. Gerald Briggs drafted the administrative complaint in July 1993 based on the consultations with Michael Napier, the correspondence between the Osceola County health unit and Wayne Crotty and the inspection reports, photographs, or other supporting documentation. Throughout several months' time period Briggs felt from the tone of the letters that the corrections would be made. By July when Michael Napier said that the plant was handling a large quantity of septage in a very unsanitary and sloppy manner, Briggs agreed the facility should not be permitted as he was concerned about the impact on public health and the threat to ground and surface water in the area. Once Gerald Briggs decided to pursue an administrative complaint he determined that the respondent should be Wayne Crotty as the licensed septic tank contractor. The file on Wayne Crotty's certificate of authorization indicated that Crotty Septic/Roto-Rooter was the authorized business name. Wayne Crotty had in early 1992 informed Gerald Briggs that he had purchased a Roto-Rooter franchise and wanted to be able to advertise under that name. Briggs advised that as an individual septic tank contractor he could only qualify one authorized business and the business he advertised would have to be the one that was authorized by the agency. Briggs advised that Wayne Crotty could amend his authorization to change the business name from Crotty Septic Service, Inc. to Crotty Septic/Roto-Rooter. When Gerald Briggs drafted the administrative complaint alleging violations found by Michael Napier and the Osceola County field staff, he relied on the information in his files and named Wayne Crotty as the responsible septic tank contractor and what he understood was Crotty's business: Crotty Septic/Roto-Rooter. The respondent throughout the underlying proceeding was designated as "Wayne H. Crotty, d/b/a Crotty Septic/Roto-Rooter." No corporate party appeared in that underlying case (DOAH number 93-5526) by intervention or otherwise. Richard G. Hunter, Ph.D., HRS Health Officer for Environmental Health and Statewide Services signed the administrative complaint based on his examination of the packet prepared by his program and legal staff and the information from the field. The complaint sought to impose $2,500 in administrative fines on Wayne H. Crotty for violating regulations concerning disposal of stabilized septage and for creating or maintaining a sanitary nuisance. Wayne Crotty denied the allegations and requested a formal hearing. The case was referred to the Division of Administrative Hearings, was assigned DOAH number 93-5526 and was heard on February 3-4, 1994. Included in the recommended order was this ultimate conclusion: 94. At most, the department established some intermittent sloppy practices by the Respondent -- practices that resulted primarily from the failure to have proper equipment available (the dumpster), and from untrained staff (Norm's admission about the cows). In the absence of clear advance notice of violations and an opportunity to correct the violations as provided by section 386.03, Florida Statutes, and with Respondent's evidence of reasonable attempts to cooperate and to obtain more appropriate equipment and train staff, those isolated practices should not be subject to penalty. (Recommended Order entered 6/28/94) In a Final Order entered on August 22, 1994, the Department of Health and Rehabilitative Services adopted the findings, conclusions and recommendation of the hearing officer and dismissed the administrative complaint against Wayne H. Crotty, d/b/a Crotty Septic/Roto-Rooter. The Elements Required for an Award of Fees and Costs Respondent, Wayne H. Crotty, thus prevailed in the underlying action. Wayne Crotty was an officer, minority shareholder and, according to his testimony, an employee of Crotty Unlimited, Inc. (transcript, p. 58). He was not a sole proprietor of an unincorporated business; he was not a small business party. At the time that the complaint was filed the agency had a reasonable basis to claim that violations were occurring or had occurred. However, its initiation of the proceeding was fatally flawed by its failure to provide statutory notice and an opportunity to correct the violations. When the complaint was filed the parties were still engaged in free-form discussion and correspondence regarding operations at the lime stabilization facility.
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 Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code, are an invalid exercise of delegated legislative authority on the ground that these three rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996).
Findings Of Fact Petitioner applied for septic tank contractor registration in July 1996. On September 6, 1996, the Respondent issued its intent to deny his application on the grounds that he failed to meet the required qualifications listed in Rules 10D-6.072(3)(d), (e), and (f), Florida Administrative Code. Rule 10D-6.072(3)(d) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if a previous registration issued by the Respondent has been revoked within the last 5 years. Rule 10D-6.072(3)(e) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has a disciplinary case pending with the Respondent involving septic tank contracting. Rule 10D-6.072(3)(f) provides that an applicant is not qualified to take the registration exam to become a licensed septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting. Petitioner filed a request for a hearing, in which he alleged Rules 10D-6.072(3)(d), (e), and (f) constitute an invalid exercise of delegated legislative authority in that these rules enlarge, modify, or contravene the specific provisions of law implemented, in violation of section 120.52(8)(c), Florida Statutes (Supp. 1996). Rules 10D-6.072(3)(d), (e), and (f) formally took effect on January 3, 1995. There is no material failure to comply with the procedural requirements of Chapter 120, Florida Statutes, in the promulgation of these rules. 9. Sections 154.06, 381.0011, 381.006, 381.0065, 489.553, and 489.557, Florida Statutes, grant the Respondent specific authority to adopt rules implementing the statutes. Petitioner does not dispute the Respondent’s rulemaking authority. Rules 10D-6.072(3)(d), (e), and (f) implement sections 154.01, 381.001, 381.0011, 381.0012, 381.0025, 381.006, 381.0061, 381.0065, 381.00655, 381.0066, 381.0067, Part I of Chapter 386, and Part III of Chapter 489, Florida Statutes. Part III of Chapter 489, Florida Statutes (Supp. 1996), is the chapter governing septic tank contractor registration. Chapter 10D-6, Florida Administrative Code, are the rules pertaining to Standards for Onsite Sewage Treatment and Disposal Systems, which include septic tank systems. A person who becomes a registered septic tank contractor has the authority to install, maintain, repair, and perform site evaluations for repairs of onsite sewage treatment and disposal systems. There are an estimated 1.4 million septic systems in use in Florida. The onsite sewage treatment program impacts public health in that it prevents and corrects sanitary nuisances; prevents pollution to groundwater, which is the primary drinking water source in the state; prevents pollution to surface water; and eliminates risks to public health from exposure to improperly treated human waste. Untreated or improperly treated human waste contains many significant disease-causing organisms injurious to human health. A “sanitary nuisance” is the “commission of any act, . . . or the keeping, maintaining, propagation, existence, or permission of anything, . . . by which the health or life of an individual, or the health or lives of individuals, may be threatened or impaired, or by which or through which, directly or indirectly, disease may be caused.” Section 386.01, Florida Statutes (1995). “Improperly built or maintained septic tanks” and “untreated or improperly treated human waste” constitute “prima facie evidence of maintaining a nuisance injurious to health.” Section 386.041(1), Florida Statutes (1995). The training, regulation, and registration of septic tank contractors, who install and repair such systems, is directly related to public health. An improperly installed or repaired system may result in untreated human waste or raw sewage either surfacing on the ground, backing up in the owner’s house/business, contaminating groundwater, and contaminating nearby surface water. The Respondent regularly receives complaints from citizens detailing installation problems, including complaints regarding improper workmanship, the premature failure of their septic tank system resulting in sewage on the ground around their house, and the contractor’s failure to honor his/her warranty. The impetus behind regulating contractors came primarily from the industry itself (i.e., the Florida Septic Tank Association). The qualification outlined in Rule 10D-6.072(3)(d), which provides that an applicant is not qualified to become a registered septic tank contractor if the Respondent has revoked his prior septic tank registration within the last 5 years, protects the public from sanitary nuisances caused by the improper installation and repair of septic tank systems. This qualification is, moreover, an indicator of an applicant’s “good moral character.” The qualification outlined in Rule 10D-6.072(3)(e), which provides that an applicant is not qualified to become a registered septic tank contractor if the applicant has a disciplinary case pending with the Respondent involving septic tank contracting, fits into what the septic tank contracting program under chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who have demonstrated they are not complying with the rules or statutes. The qualification outlined in Rule 10D-6.072(3)(f), which provides that an applicant is not qualified to become a registered septic tank contractor if he has been convicted of a crime in any jurisdiction which is directly related to the practice of contracting, fits into what the septic tank contracting program under Chapter 489 and Chapter 10D-6 is designed to accomplish. This qualification protects the public by denying licenses to those persons who are not law abiding and do not follow the standards. “Good moral character” is not defined in Chapter 489, Florida Statutes. Each of the three qualifications established by Rules 10D-6.072(3)(d), (e), and (f) make specific or interpret an individual’s good moral character. The Department’s statutory authority for Rule 10D- 6.072(3)(d), Rule 10D-6.072(3)(e), and Rule 10D-6.072(3)(f) comes from: (a) section 489.553(2), which requires the Department to “provide qualifications for applicants;” (b) section 489.553(4)(a), which says the applicant “must be of good moral character’” (c) section 489.558(2), which says the Department may deny registration if it determines the applicant “has violated any provision of this part [Part III of Chapter 489];” and (d) section 489.556, which authorizes the Department to suspend and revoke licenses. The Joint Administrative Procedures Committee (JAPC) has neither filed an objection nor voted on an objection to the three rules at issue in this case. Although a staff member of JAPC, in response to Petitioner’s complaint, recently made a preliminary inquiry into the validity of these rules, the committee did not adopt the staff member’s recommendation.
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
