Findings Of Fact The State of Florida Department of Environmental Regulation is the administrative agency of the State of Florida charged with the duty to protect the water resources of the State and to administer and enforce the Florida Water Resources Act of 1972, embodied in Chapters 373, Florida Statutes, as well as the rules promulgated thereunder. The St. Johns River Water Management District is a unit of government established by Chapter 373, Florida Statutes, also charged with the duty to administer and enforce that chapter and related rules. The Department of Environmental Regulation, pursuant to Section 373.103, Florida Statutes, and Section 317.104(8), Florida Administrative Code, has delegated to the District the power and authority to administer and enforce Part III of Chapter 373, Florida Statutes, and the rules and regulations adopted pursuant to that part which implement it. Those rules are embodied in Chapter 40C-3, Florida Administrative Code. Stanley U. Monds is a licensed water well contractor licensed by St. Johns River Water Management District. He has been issued license number 2257. Mr. Monds is also registered by the District as a "water well driller." That registration bears the number 2257. The Respondent on various dates in 1984-1986 contracted to construct and constructed water wells from which water was to be drawn for drinking or other domestic purposes, within the geographical boundaries of the District, for the following named individuals: WELL OWNER COUNTY YEAR CONSTRUCTED Ray Howell Clay 1986 Clayton McCumbers Clay 1986 Joe Eddy Nassau 1986 Joe Eddy Nassau 1986 Kevin Brooks Clay 1984 Nancy Harris Duval 1985 Marcus Rhoden Baker 1985 Cecil Hagen Baker 1985 Ken Tenson Baker 1985 Jim Griffis Baker 1985 Tom Scott Baker 1985 Tom Ott Baker 1985 J. Ray Gatlin Baker 1984 J. Ray Gatlin Baker 1984 The Respondent never filed "well completion reports" with the District for these wells, as required by District rules. The Respondent also contracted to construct and constructed wells for domestic water use, including drinking, located within the geographical boundaries of the District for the following named individuals and thereafter filed well completion reports, however, the reports were actually filed more than 30 days after the wells were completed and thus in violation of District rules: WELL OWNER COUNTY DATE COMPLETED COMPLETION REPORT FILED James Hall Clay 3/10/86 5/06/86 Dennis Bennett Duval 6/16/83 5/04/85 Bennett's Hardware Duval 6/17/83 5/23/85 Don Tenbush Clay 1/08/86 10/1/86 In March 1986, the Respondent installed a water well for a Mr. Joe Eddy in Nassau County, Florida. This well was abandoned by the Respondent and a second well was drilled nearby in June 1986. The Respondent failed to properly abandon the first well by filling it from top to bottom with grout. The Respondent was warned of this condition and reminded to correct it by certified letter sent him by District personnel concerning his improper abandonment of the first well. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, a District field representative. The Respondent, however, refused or failed to later properly abandon the first well by filling it with grout from bottom to top. In June 1986, the Respondent contracted to construct and did construct a second water well for the same Mr. Eddy on his property in Nassau County. That well penetrated multiple aquifers, but the Respondent refused or failed to complete the well so as to prevent cross-contamination of different aquifers or water-bearing strata by water of significantly different quality. This should have been prevented by proper casing of the well which Respondent failed to do. Further, the Respondent used PVC (polyvinylchlride) plastic casing instead of metallic casing in constructing the well and seated the casing by driving it into the ground which resulted in the plastic casing being cracked. The Respondent also failed to grout and seal the annular space between the well casing and the naturally occurring geological formations through which the well bore passed. Another certified letter was sent him by District personnel advising him of these violations of District rules which he acknowledged. He refused or failed to correct the well construction violations, however. Failing to case a well to the bottom of a well or having cracks in the casing allows water and/or other materials from one geological strata to enter the casing, migrate upward or downward and enter aquifers or water-bearing strata at other levels, thus posing a potential of cross-contamination of different aquifers or water-bearing strata due to improper "short casing" or due to cracked casing. In 1984, the Respondent constructed a water well for Kevin Brooks on his property in Clay County, Florida. The well was constructed into an "unconsolidated aquifer," but the Respondent failed to attach a well screen to the bottom of the casing as a filtering device, in violation of well construction standards promulgated by the District. In June 1983, the Respondent contracted to construct and did construct a well for Bennett's Hardware on its property in Duval County. He failed to grout and seal the annular space between the well casing and the naturally occurring geological formations from the bottom to the top of the well in violation of District well construction standards. In 1984, the Respondent constructed two four-inch water wells for J. Ray Gatlin on his property in Baker County, Florida. The Respondent failed to grout and seal the upper three feet of annular space in each of these two wells. He was sent a certified letter on July 14, 1986, advising him of the deficiencies in the well construction. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, but failed to grout the well properly anyway. Also in 1984, he constructed an eight-inch water well for J. Ray Gatlin on property in Baker County, Florida. He failed to grout and seal the annular space between this well's casing and the surrounding geological formations from the bottom to the top of the casing. He also failed to install a water tight seal at the top of the well casing. After being sent a certified letter advising of these violations by District personnel, he acknowledged to Mr. Varnes once again that he had received that letter. He still failed to properly grout or seal the well after being so warned. On September 16, 1986, he was sent a second certified letter which he acknowledged receiving which instructed him to properly abandon the well. He refused to follow that instruction. In January 1986, the Respondent constructed a water well for Don Tenbush on his property in Clay County. He failed to grout and seal the annular space between the well casing and the geological formation surrounding the casing in this well from top to bottom. This well penetrated multiple aquifers or water-bearing zones and yet the Respondent failed to complete the well so as to prevent potential cross-contamination of different zones or aquifers by water of significantly different quality. He did not case the well all the way down to the producing aquifer at the bottom of the well. Here, again, he acknowledged receiving a certified letter advising him of these violations and requiring correction and yet failed to correct the violations. The Respondent began construction of a second well for Mr. Tenbush on the same parcel of property in January 1986 after abandoning the first well described above. He failed to properly abandon the first well by filling it from bottom to top with grout. He was notified of that deficiency or failure, but refused to correct that condition. In constructing the second well for Mr. Tenbush, he refused to or failed to extend the well casing from the land surface all the way down to the producing aquifer and to seat it. After being sent a certified letter advising him of this violation, receipt of which he acknowledged to Mr. Varnes, he again refused or failed to correct the violation. Both wells drilled by Respondent for Mr. Tenbush subsequently had to be abandoned by another water well contractor.
The Issue The matter to be resolved by this Recommended Order concerns the Petitioner's Notice of Violation and Order of Corrective Action filed against the Respondent on the subject of alleged violations by the Respondent of the "Florida Safe Drinking Water Act", Sections 403.850 through 403.864, Florida Statutes. Within this complaint document there are six counts constituted of the following allegations: Count I. The Respondent does not continually apply effective disinfection measures to the water distributed to the service connections of the Respondent's water system. Respondent's water system has chlorination equipment installed but a chlorine residual is not continually maintained. This condition has existed since at least February, 1979. These facts show a violation of Rule 17- 22.106(3)(c), Florida Administrative Code. Count II. The Department has not received reports from the Respondent which contain information about the operation and maintenance of the water system. This condition has existed since at least April, 1978. These facts show a violation of Rule 17-22.111(2), Florida Administrative Code. Count III. The Respondent's water system has a daily flow of more than 2,500 gallons per day but less than 0.1 million gallons per day. The operation, maintenance and supervision, if any, of the water system is not performed by a person who has passed an examination that entitled such person to be a certified operator. This condition has existed since at least April, 1978. These facts show a violation of Rule 17-22.107(3)(b), Florida Administrative Code. Count IV. The slab surrounding the well casing has been broken exposing the system to possible contamination. This condition has existed since at least February, 1979. These facts show a violation of Rule 17-22.106(2)(c)2.e., Florida Administrative Code. Count V. The Respondent`s water system has no flow meter for accurately measuring the volume of water distributed by the public water system. This condition has existed since at least February, 1979. These facts show a violation of Rule 17-22.106(3)(g), Florida Administrative Code. Count VI. The Petitioner has incurred costs and expenses in the amount of $57.22 in the course of investigating the case and is entitled to be reimbursed pursuant to Subsection 403.860(3), Florida Statutes.
Findings Of Fact This case is presented for consideration based upon the Notice of Violation and Order of Correction filed by the Secretary of the State of Florida, Department of Environmental Regulation, on August 24, 1979. The action is taken against Arnold H. Parker, an individual who resides in Escambia County, Florida. On September 17, 1979, the Respondent, Parker, by and through his counsel answered the allegations of the Petitioner and requested a Subsection 120.57(1), Florida Statutes, hearing. The request for hearing was granted and on December 6, 1979, in Florida, a formal hearing was held to consider the Petitioner's complaint. (The essential elements of that complaint are reflected in the synopsis reported in the Issue statement of this Recommended Order.) The facts reveal that Daniel C. Walker, an employee of Petitioner, went to Perdido Key, Escambia County, Florida, in February, 1979, for the purpose of inspecting a water system owned and operated by the Respondent and to ascertain the number of service connections associated with the system. When Walker arrived at the location of the Respondent's well, he observed that the above-ground equipment utilized in pumping the water out of the ground was housed in a building. This building had a hole in the roof and the concrete slab surrounding the well casing was broken at the surface allowing for possible contamination by influent. At the time of the inspection a device for introducing chlorine into the extracted water was noted but that device was not connected and no chlorine residual was found in the water system. The water system was not being operated by a certified operator within the meaning of Rule 17-22.107(3)(b), Florida Administrative Code. In addition, the Respondent had not submitted operational reports to the Petitioner since April, 1978. The reports referred to are those reports required by Rule 17- 22.111(2), Florida Administrative Code. While Walker was at the general location of the well in onestion, he observed forty individual lots on which various types of trailers, campers and mobile homes could be found. Walker did not determine if persons were living in these shelters and he does not recall seeing persons in the area of the lots. The witness, Walker, did not observe any restaurant or public food establishment in the area of the well house and lots. On September 25, 1979, Robert Court, another employee of the Petitioner, went to the site of the well house and lots. At that time he counted thirty-two trailers, campers and mobile homes and each of those shelters had a service connection from the well of the Respondent located somewhere on the lot where the shelter was found. The service connection was in the form of a spigot. Court observed several people in the north-east section of the general area which is constituted of the well location and lots. Court returned to the location on November 30, 1979, and in a random survey saw approximately thirty-two trailers, campers and mobile hones. Subsequent to the visits of the employees, the Notice of Violation and Order of Correction was prepared by the enforcement section of the Petitioner and the cost of that preparation was $57.22. The Respondent, Arnold H. Parker, testified in the course of the hearing and his testimony established that there are nine persons who live in the area of the well on a year-round basis and these persons are served by the well during that period of time. Of the nine persons one family, the family of the Respondent, lives in a mobile home and the family is constituted of three persons, the Respondent, his wife and son. In a second mobile home the Respondent's daughter and her husband are found to reside. The final group of persons constituted of the nine full-time residents are the Respondent's daughter, her husband and two children in a third mobile home. Each lot on which the three mobile homes are found is served by a service connection. The remaining lots at the location in question were subdivided approximately two years prior to the hearing date and sold separately with the exception of the three lots where the nine permanent residents reside and two lots where other children of the Respondent resided prior to the February, 1979, inspection by the Petitioner's employee. Respondant sold twenty-four mobile home lots and twelve camper sites to persons other than family members and each of the mobile home lots and camper sites has a service connection to the well. Those persons who use the water system other than the nine permanent residents, use the system from mid-March through mid-September in the calendar year. During that time of usage, there are two families at two separate lots who come down during the week and use the water supply. The number of members in those families was not indicated in the course of the hearing. The balance of the persons using the water supply, excluding the above-mentioned two families and the nine permanent residents, use the shelters for vacation purposes and on the weekend. Some of this latter group would be vacationing in their summer home for a period as long as two weeks. The highest number of persons using the water from the well during the vacation period would be approximately forty persons during holiday weekends in the vacation cycle. From the testimony of the Respondent there would never be more than ten days during the vacation period in which twenty-five or more persons would be utilizing the water supply from the well. The water is brought into the trailers, campers and mobile hones by hoses attached to the spigot service connections and the hoses are removed when the individual owners are not in attendance. The lot owners who are served by the water system of the Respondent pay a fee of $18.00 a year, which the Respondent uses to repair the well pump, for pipe and for the cost of electricity to run the well. The well generating device is a two-horsepower electric pump and the well source is tapped by a two-inch service pipe. A one-half-inch line runs from the main to the service connectors (spigot). After the inspection of February, 1979, the Respondent repaired the broken slab around the well casing and these repairs were made in March or April, 1979. The repairs were depicted in the Respondent's Exhibits 1 and 2 admitted into evidence which are photographs of the well casing after the repair.
Recommendation It is recommended that the action taken by the Petitioner against Respondent pursuant to the Notice of Violation and the Order for Corrective Action be dismissed, to include the Petitioner's claim for costs and expenses. DONE AND ENTERED this 7th day of January, 1980, in Tallahassee, Florida. CHARLES C. ADAMS, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: William Hyde, Esquire Department of Environmental Regulation 2600 Blair Stone Read Tallahassee, Florida 32301 Barne J. Morain, Esquire 113 North Palafox Street Pensacola, Florida 32501
Findings Of Fact By application filed on September 9, 1980, Respondent/Applicant, John H. Land Builders, Inc., sought a permit from Respondent, Department of Environmental Regulation (DER), to conduct dredge and fill activities in an approximate one acre area located in the southeast corner of a proposed housing development in Section 10, Township 29 South, Range 19 East, in Hillsborough County, Florida. A copy of this permit application may be found as DER Composite Exhibit B. Specifically, Land sought to excavate 4,100 cubic yards of material (muck) and to backfill the area with 14,400 cubic yards of granular material from adjacent uplands to allow for development of a street and building lots in an unnamed wetland. A permit from DER is required because the project involves a wetland that is contiguous with a ditch that connects to the Palm River, all of which constitute waters of the State that are subject to dredge and fill permitting requirements. The plans have been reviewed by other state and local authorities in the Hillsborough County area, and no adverse comments have been received. After the installation is completed, the elevation of the land will be raised, and will permit five homesites to be built on the land as well as the construction of an access road to the property from an adjacent street. The installation in question is but a small part of a larger proposed housing development known as Timberlake Subdivision that will ultimately involve more than 300 homesites. However, no further dredge and fill activities under DER jurisdiction will be undertaken. The proposal of Respondent/Applicant was received by the Department and certain timely additional requests were made from the Department to the Applicant to provide information necessary to evaluate the request for permit. Applicant subsequently furnished the required information, and it may be found in DER Exhibit C. The Department performed a field inspection and review of the dredge and fill site, including the surrounding areas, to assess the impact of water quality caused by proposed dredging and filling activities in wetlands areas. It concluded that the Applicant had affirmatively provided reasonable assurance to the Department that the short-term and long-term effects of the activity would not result in violations of the water quality criteria, standards, requirements and provisions of Chapter 17-3, Florida Administrative Code. A copy of the permit application appraisal may be found in DER Exhibit A. On January 21, 1981, DER issued its Intent to Issue a dredge and fill/water quality certification with certain conditions therein, including the requirement that future development be dependent upon separate stormwater review by the Department (DER Exhibit D). On October 20, 1980, Applicant filed a Notice of Stormwater Discharge with the Department's Southwest District Office in Tampa (DER Composite Exhibits B & F). Thereafter, the Department conducted a field inspection and review of the proposed housing development and surrounding areas to determine whether the proposed stormwater discharge would have a significant impact on water quality. Based upon the results of that inspection, which concluded that the proposed discharge would not have a significant impact on the waters of this State, the Department issued Applicant a stormwater exemption on November 7, 1980. The project site is located in an unnamed wetlands area. It is weedy and has a dense cover of primrose willow (Ludwigia peruviana), willow (Salix caroliniana), cattail (Typha sp.), red maple (Ace rubrum) and is overgrown with grapes vines (Vitus rotendifolia). It lies just to the north of a series of fish farms owned by Petitioner, Penisular Fisheries, Inc. Other commercial industries and single family dwellings are found south of the proposed activities. To the west and northwest lie marshlands, two old borrow pits, and Interstate Highway 4. Water runoff from the dredge and fill area will flow to the storm drainage system in the proposed street, and from there to a designated retention pond. Because there will be minor contaminants in the runoff, the water will be retained for treatment for a period of five days, which exceeds the 100 hour retention period required by DER. After treatment, the runoff will flow into a well-defined county drainage ditch west of 58th Street, travel down the ditch which lies adjacent to the fish ponds, and then meander into the existing marshland. Water runoff from the remainder of the project (excluding the dredge and fill area) will drain into the two existing borrow pit lakes which lie close to Interstate Highway 4. The designated retention pond will be located west of the project and has a controlled spill-off elevation. It will provide sufficient treatment to and cleaning of the water to insure that no violation of water quality standards will occur. A stormwater system to be constructed by Applicant will actually reduce the volume of water runoff now occurring. Reasonable assurances have been given that the short-term and long-term effects of the proposed activity will not result in violations of the water quality criteria, standards, requirements and provisions of the Florida Administrative Code. Based upon Use location of the point of discharge of Land's proposed stormwater discharge, the volume and frequency of discharge for which the proposed facilities are designed, and the anticipated constituents of discharge, the proposal will not have a significant impact on the water quality of the waters of this State. Accordingly, the exemption from stormwater licensing requirements was properly issued by the Department. Water quality violations which were alleged to have existed in a ditch on property adjoining the properties of Land and Petitioners were the subject of a notice of violation issued to the owners of that property. However, no notice of violation was ever issued to Land. Further, the ditch is not a part of the installation proposed by Applicant for issuance of the dredge and fill permit. Petitioners' concern is that Applicant has not given reasonable assurance that water quality standards would not be violated by the stormwater discharge and that downstream waters might be contaminated by urban runoff from the project. In reaching that conclusion, Petitioners' expert relied on a review of certain materials submitted to him by Petitioner's counsel. He did not visit the project site, nor had he reviewed drainage plans or construction drawings for drainage improvements contemplated by the notice of stormwater discharge filed by Land.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that Respondent Department of Environmental Regulation grant the requested dredge and fill permit/water quality certification to Respondent/Applicant John H. Land Builders, Inc. It is further RECOMMENDED that the Respondent Department of Environmental Regulation enter a final order confirming the stormwater exemption issued by the Department to Respondent/Applicant on November 7, 1980. DONE and ENTERED this 27th day of April, 1981, in Tallahassee, Florida. DONALD R. ALEXANDER 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 27th day of April, 1981.
Findings Of Fact In May, 1986, Radar Corporation, owned by Ronald Ross, bought the assets of United Water Consultants, Inc., and continued the business of selling water purifiers under the fictitious name, United Water Consultants. As part of the agreement to purchase the United Water Consultants' assets, Ross, who had no experience in the business, insisted that the seller arrange to have an experienced manager agree to stay on and work for Radar at least until either Ross was able to learn the business adequately or could hire another suitable manager. The seller recommended, and Radar hired as manager, a man named Robert Gillette, who had about 30 years experience in the business. One of the first orders of business for Radar and Gillette was to hire staff, including telephone solicitors, the heart of the business. Among-those Gillette hired were the petitioners--Leisha F. Fickes, Petitioner in Case No. 87-2605, hired in early June, 1986; Marian C. Norz, Petitioner in Case No. 86- 2606, hired in late May, 1986; and Eileen A. Warner, Petitioner in Case No. 86- 2607, hired approximately May 20, 1986. Fickes, Norz and Warner (like all other United Water Consultants personnel) signed agreements shortly after they began work stating that they were independent contractors. But the main purpose of those agreements, as Gillette explained to them, was to help justify Radar's failure to take federal income tax withholding and social security out of their pay checks. Functionally, the petitioners had the attributes of employees. They were under the close supervision, direction and control of Gillette in the day-to-day details of their work. They were paid a salary based on an hourly wage, plus commissions on telephone solicitations that resulted in sales. Soon after the petitioners began work, Gillette began making advances towards them. At first, Gillette was not too bold and some of his advances were innocent enough to be in public. He would do things like come up behind one of them and gently massage her shoulders and neck. This type touching was not entirely unwelcome, especially to someone who had been sitting in one place making telephone calls for some length of time. But very quickly, Gillette began to subject the petitioners to coarse and unwelcomed sexual advances in private. On one occasion, Gillette came in the room where Fickes was working and, after massaging her shoulders, began to try to kiss her neck. On another occasion, Gillette loaned Fickes $20 and implied she could pay him back with sexual favors. Later, he began to take opportunities to drop pens and similar articles down her blouse and offer to retrieve them himself. One day Gillette came up behind Warner after posting recent sales and began to rub her breasts, saying "see what I got for you?" Warner pushed him away, and he angrily stormed out of the office. On one Friday, Gillette offered Warner $20 for oral sex and asked her to think about it. On Monday, Gillette followed up his offer and, when Warner declined the offer, said he thought she probably did it for her husband for free. Later, to punish Warner for her refusal to give him sexual favors, Gillette began to give her customer lists for solicitation bearing the names of people who recently had declined to buy a water purifier, and Warner's commissions dropped. When Warner complained, Gillette hold her, "you do for me, and I'll do for you." When Norz asked Gillette for higher commissions, Gillette also told her that he would get her more money in return for sexual favors. He also told her, when she refused his requests that they go out socially together, that he did not know why she was married to an "old man." As Gillette's conduct worsened, all three of the petitioners separately went directly to Ross to complain. Ross said he would look into the allegations and "take care of it." In fact, Ross did nothing. Although most of Gillette's coarser sexual advances were made in private, Norz once observed Gillette rubbing Warner's shoulders as he closed the door of the room they were in, and Warner once observed Gillette drop an article down Fickes' blouse. As they talked with one another, the petitioners began to realize the extent of Gillette's conduct and decided to approach Ross together to see if they could be more persuasive. On July 11, 1986, the petitioners met Ross in the parking lot as he came in to work and demanded to speak to him. They reiterated the facts and demanded that Ross fire Gillette or move him out of the telephone room or they would quit. Ross asked them to come back after lunch. Meanwhile, Ross confronted Gillette for the first time, and Gillette denied the allegations. Gillette demanded a direct confrontation with the petitioners, thinking they would back down. At the meeting after lunch, the petitioners re-asserted their allegations, and Gillette angrily stormed out of the room, expressing an ultimatum that it looked like it would have to be him or them. Ross, whose business would be seriously adversely affected by the departure of Gillette, his manager, told the petitioners that he would have to discuss the situation with his "colleagues" and would get back with them. They told him that they were anxious to hear from him because they (especially Warner and Fickes) needed the work but that they would no longer work under Gillette. When the petitioners did not hear from Ross, Fickes telephoned him and was told that they all had been fired, allegedly because a customer list had turned up missing. (If true, the petitioners had nothing to do with it.) Later, Ross would maintain that the petitioners voluntarily quit on July 11, 1986. Fickes and Warner earned approximately $220 per week and Norz earned approximately $195 per week at United Water Consultants. Norz made no real effort to mitigate damages by seeking other employment after July 11, 1986. Warner and Fickes, both of whom were pregnant, were unable to find other employment before the birth of their babies in August and November, 1986, respectively. Warner took about six weeks off after childbirth and worked three different jobs from late October, 1986, through July, 1987, each of which paid her approximately $140 per week. Fickes did not return to work until March, 1987, when she began earning approximately $170 per week at a restaurant. /1 At least from the time Radar took over the United Water Consultants business through at least December, 1986, at least five employees worked for the business each and every week. Radar operates the United Water Consultants business out of an address located in Largo, a municipality in Pinellas County other than the City of Clearwater.
Recommendation Based on the foregoing Findings Of Fact and Conclusions Of Law, it is recommended that the Community Relations Board of the City of Clearwater, acting as the Commission that administers Pinellas County Ordinance 84-10, codified under Chapter 17.5 of the Pinellas County Code, enter a final order: Holding the respondents, Radar Corporation and United Water Consultants, guilty of having violated Section 2-17.5-3, Pinellas County Code, by discriminating against the petitioners, Leisha F. Fickes, Marian C. Norz and Eileen A. Warner, in employment on the basis of sex; and Ordering the respondents, Radar Corporation and United Water Consultants, jointly and severally, to pay to Leisha F. Fickes $7,740 and to Eileen A. Warner $5,880 as actual damages RECOMMENDED this 6th day of November, 1987, in Tallahassee, Florida. J. LAWRENCE JOHNSON 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 6th day of November, 1987.
Findings Of Fact Respondent William O. Reynolds filed with Respondent Department of Environmental Regulation an application to construct a weedgate and fence at the mouth of a dead-end canal in Atlantis Estates Subdivision located on Big Pine Key in Monroe County, Florida. When the Department noticed its intent to issue a dredge and fill permit to Reynolds, Petitioner James A. Abbanat filed his objection. That cause was referred to the Division of Administrative Hearings for conduct of a formal hearing and was assigned DOAH Case No. 84-1508. On March 8, 1985, a Recommended Order was entered in that cause find in, inter alia, that the proposed project would be constructed in Class III waters of the State (Outstanding Florida Waters), that the weedgate and fence should cause no state water quality violations and should not unreasonably interfere with navigation, that they should actually improve water quality and navigation within the canal and should not significantly decrease water quality outside of the canal, that the project would not be contrary to the public interest, and that the applicant had provided reasonable assurances that the project would not violate Department standards, rules, or applicable statutes. Although the permit application was not certified by a professional engineer registered in the state of Florida, the Recommended Order concluded that that technical deficiency should not form the basis for denying the permit but rather that the permit should be granted with conditions. On April 22, 1985, a Final Order was issued adopting the Recommended Order but denying the permit application solely due to the lack of certification of the permit application by a professional engineer registered in the state of Florida. Despite the denial of his application for a permit, Respondent William O. Reynolds caused to be constructed a weedgate and fence. At some undisclosed time Reynolds did, however, submit to the Department of Environmental Regulation a set of drawings for the fence and weedgate. Although the drawing for the weedgate as built was certified by a professional engineer registered in the State of Florida, no fence drawing was so certified and the fence as built was located differently than the fence as shown in the drawings. The drawings showed a fence extending from the weedgate through the cove at the entrance to the canal for a distance of 200 feet, while the fence as installed is 100 feet in length and is located within the canal itself. On August 19, 1986, Respondents entered into a consent order acknowledging the prior denial of Reynolds" application due to lack of certification of the permit application, reciting that certification had been obtained, and authorizing the project. Interested persons were not notified of the entry of the consent order. Accordingly, when Petitioner Abbanat learned of its existence and filed his objection to the entry of that consent order, the Department of Environmental Regulation afforded the required point of entry into administrative proceedings and referred the matter to the Division of Administrative Hearings for the conduct of a formal hearing. That objection initiated this cause. The weedgate as built is in substantial accord with the plans submitted to the Department by Reynolds and certified by Joel Rosenblatt, a professional engineer registered in the state of Florida. The design, location, and size of the weedgate as built is substantially similar to that proposed in DOAH Case No. 84-1508. The weedgate as built has the same system of cables and weights and is supported by support posts on each side. As built, the weedgate opens in the middle to permit unimpeded ingress and egress of boats. The weedgate causes neither interruption of water flow nor erosion. The effect of the weedgate as built on state water quality standards is the same as the effect determined in DOAH Case No. 84-1508, i.e., the presence of the weedgate causes no water quality violation either in the canal or in the water just outside the gate and fence. The presence of windblown wrack in the canal was the major cause of state water quality violations. The sole purpose of the gate and fence is to prevent wrack from entering the canal and decaying there causing lowered dissolved oxygen levels and anoxic and/or anaerobic conditions. There has been little or no wrack in the canal since the weedgate and fence were installed, and the weedgate and fence are beneficial to and appear to have improved the water quality in the canal. The 200-foot fence across the cove at the mouth at the canal shown in the drawings submitted to the Department of Environmental Regulation does not exist since it has been prohibited by the Department of Natural Resources. Instead, Reynolds constructed a 100-foot fence perpendicular to the north side of the weedgate and joined to the rip-rap on the north side of the canal which forms the south edge of the cove. The fence as built prevents wrack from being blown around the gate into the canal, does not affect the water quality in the canal or in the cove, and does not interfere with navigation. The cove itself collects wrack to some degree under natural conditions and without the fence to the south of it because all discontinuities on the Florida Keys eastern coastline tend to trap windblown wrack until it is moved elsewhere by wind or current. The cove does collect more wrack since the fence was installed than it did before the fence was installed; however, estimating the amount would be speculative. Although Petitioner's lot adjoins the canal, it does not adjoin the cove. The owner of the property which does adjoin the cove favors the existing weedgate and fence. The placement of the weedgate and fence does not interfere with navigation in or out of the canal. It is a policy of the Department of Environmental Regulation to issue a consent order for a project if the project has already been built and is of such design and quality that the Department would be able to issue a permit for it had a proper permit application been filed. The weedgate and the fence are of such design and quality that the Department would be able to issue a permit had Reynolds resubmitted his application showing the revised location of the fence and if the drawings were certified by a professional engineer. It was determined in DOAH Case No. 84-1508 that the project was not contrary to the public interest. Since that time the standard has changed from "not contrary to the public interest" to "in the public interest." Although the Department presented only conclusory evidence that it had received reasonable assurances that the public interest standard is met by the project as built, Petitioner allowed that evidence to stand uncontroverted.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is, RECOMMENDED that a Final Order be entered approving the consent order signed by the Department of Environmental Regulation and William O. Reynolds on August 19, 1985, and ratifying the conditions contained therein. DONE and RECOMMENDED this 21st day of January 1987, at Tallahassee, Florida. LINDA M. RIGOT, 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 21st day of January 1987. APPENDIX DOAH CASE NO. 86-1091 The Department of Environmental Regulation's proposed findings of fact numbered 1, the first two sentences of 2, 3-5, 10-12, 14-17, 19, and 20 have been adopted either verbatim or in substance in this Recommended Order. The remainder of the Department of Environmental Regulation's proposed findings of fact have been rejected as follows: the third sentence of 2 as not being a finding of fact; the first two sentences of 9 as being unnecessary; the last two sentences of 9 as not being supported by the record; and 13 and 15 as being irrelevant to the issues herein. Respondent Reynolds' proposed findings of fact numbered 1, 5, and 6 have been adopted in this Recommended Order either verbatim or in substance. The remainder of Reynolds' proposed findings of fact have been rejected as follows: 2-4 and 5 as being unnecessary for determination herein, and 7 as being not supported by the record in this cause. Petitioner's proposed finding of fact numbered 5 and the first sentence of number 4 have been adopted in this Recommended Order either verbatim or in substance. The remainder of Petitioner's proposed findings of fact have been rejected as follows: 1 and 2 as being unnecessary; 3 and 6 as not being supported by the record in this cause; 5 and 10 as being contrary to the weight of the credible evidence; and 7 and the second and third sentences of 4 as not constituting findings of fact. COPIES FURNISHED: Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 James A. Abbanat 5561 S.W. 3rd Court Plantation, Florida 33317 William O. Reynolds Route 1, Box 661-E Big Pine Key, Florida 33043 Douglas H. MacLaughlin, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 =================================================================
Findings Of Fact By application No. 2-7738 filed on June 29, 1981, Aquarina has requested a withdrawal for consumptive use of ground water in Brevard County in the amount of 468,000 gallons per day (850,000 gallons per day maximum) of raw water (before processing). The purpose of the proposed consumptive water use is a proposed development of 196+- acres in Brevard County located between Mullet Creek, a tributary of the Indian River and the Atlantic Ocean in South Brevard County. It is located on the barrier islands separated from the mainland by the Indian River, and is 13 miles south of Melbourne and 5 miles north of Indian River County. Aquarina proposes to develop a condominium community with a projected population of 3,500 persons consisting of 1,600 residences, a commercial area, and 500 hotel rooms. An on-site well field is proposed as well as reverse osmosis water treatment and wastewater treatment plants which are to be constructed near the southern boundary of the development. Two wells with a capacity of approximately 500 gallons per minute are proposed to be constructed and both will withdraw water from the Floridian Aquifer for conversion by reverse osmosis treatment into potable water. 3/ In addition to potable water supply requirements for the development, although part of the requirement will be met by wastewater, there is a requirement for irrigation water for landscaping. The Aquarina site has been zoned Planned Unit Development (PUD) since 1973 and the proposed densities are in accordance with those established in the Brevard County Comprehensive Plan and Zoning Ordinance. As a result of an earlier application of Aquarina for consumptive use, a temporary water use permit was granted by the District to allow Aquarina to drill test wells for aquifer testing before the present application for water use would be considered by the District. This earlier application is not now at issue. Pursuant to this temporary permit, Aquarina conducted an aquifer test program. During the first test, well #1 (the northernmost well) was utilized as a monitor or observation well for the test conducted on well #2, and an existing mosquito control well was also used as an observation well. A two-step pump test was run for 24 hours, with drawdown readings recorded at all three wells. The pump test analysis showed that the Floridian Aquifer transmissivity (the measure of the ability of the aquifer to transmit water) ranged from 173,000 gallons per day per foot at the observation wells to 87,000 gallons per day per foot at the discharge well. The total depth of these two wells was #1 -- 425 feet and #2 -- 412 feet. Following submission of the results of the first aquifer test and the application for consumptive use filed on June 29, 1981, the District staff prepared a Technical Staff Report (TSR) for the benefit of the District Governing Board based upon the two wells drilled pursuant to the temporary permit. However, because the proposed withdrawals would be from the Sebastian Inlet fresh water lens which is a finite potable source of water rapidly being depleted by existing domestic uses and mosquito control wells, the TSR recommended, among other things, that the two wells be deepened to a depth below the Sebastian Inlet fresh water lens and cased to the depth of 450 feet to insure that withdrawals occur from expected saltier water below the lens. Also, the District staff recommended that three mosquito control wells on the Aquarina property be properly plugged to eliminate fresh water loss from the lens due to the following wells. The three flowing mosquito control wells on the site were estimated to have been flowing at 432,000 gallons per day. The Sebastian Inlet fresh water lens from which Aquarina initially intended to withdraw its water appears as two underground bubbles or lenses of water fresher than the surrounding connate or saltier water. The lenses apparently are a result of stratigraphic entrapment of fresh water due to geological formations and are not being recharged with fresh water. When withdrawals are made from these lenses, salty or connate-water fills the void left by the fresher water following withdrawal. The two lenses were substantially larger during recent times but, because of many domestic uses as well as mosquito control wells which have been flowing freely, the reservoirs have shrunk significantly. Based upon present usage, the north portion of the lens will last until approximately the year 2000 at current rates of consumption and the south portion of the lens will last until approximately the year 2030 at current rates of consumption. Because of the impact on the Sebastian Inlet lens, the staff of the District could not recommend approval of Aquarina's application unless Aquarina agreed to three main conditions: The Applicant would case its production wells to 450 feet below the surface, to avoid interference with the freshwater reservoir. (Because of the combined factors of upward artesian pressure in the aquifer, the greater density of salt or connate water in relation to fresh- water, and the known range of transmis- sivity and storage factors for that portion of the aquifer [an underground waterbearing stratum or group of strata] in that geographical area, connate water would flow upward and from the sides into the area of the Applicant's withdrawal of water from beneath the lens, and the lighter, fresh water of the lens above would remain there, free from interfer- ence by the withdrawal.) The Applicant would have to plug all the preexisting mosquito control wells on the development site. The Applicant would have to undergo early monitoring of the chemical quality of this water and the water within the fresh water reservoir. As a result of Aquarina's agreement to meet these three conditions, the Technical Staff Report (TSR) issued by the District on August 20, 1981, recommended approval of the application with the addition of the above conditions. During the course of (1) deepening of well #2 to a depth of 650 feet and backplugging to 595 feet; (2) casing it to a depth of 450 feet; (3) performing a second aquifer test on the deeper well; and (4) evaluating the proposed withdrawals, Aquarina's consultants came to the following conclusions which were unrebutted by other evidence submitted at the final hearing: During the process of deepening well #2 to 650 feet, later backplugged to 595 feet, the consultants discovered an aquitard or confining layer made up of small clay-sized particles which retard the vertical flow of water at a depth of 440 to 450 feet. This well was cased to a depth of 450 feet or to the top of the aquitard. Before reaching this layer, the quality of water was generally declining with increasing depths. Below this layer, the quality of water improved to a depth of approximately 550 feet and the transmissivity was greater below the aquitard than above. Further, that same aquitard was also discovered in a mosquito control well on site when it was logged. Sufficient quantities of treatable water are available from the deepened well to supply the needs of the Aquarina project. That in both the June, 1991, and the subsequent aquifer test, there appeared to be interferences from other sources which impact the potentiometric pressure levels of the wells on the Aquarina site. These were identified as the South Brevard Utilities Corporation (SBUC) and nearby domestic well users. That the results of the June, 1981, test and computer modeling were that the impact of the proposed Aquarina with- drawls on existing nearby wells drilled to the shallower level was between a one to two foot decline in the potentiometric pressure. The average potentiometric pressure in the local aquifer is 27 feet above National Vertical Geodetic Datum (NVGD) or Mean Sea Level (MSL). These existing nearby wells were identified to be the SBUC well approximately 2,400 feet away from Aquarina and those wells of nearby homeowners in the same vicinity as the SBUC well. That flownet analysis (EPA computer model) of the results of the second aquifer test program revealed that approximately 6% of the water obtained from the deepened well would come from the layers above the aquitard, i.e. connate water and the Sebastian Inlet fresh water lens. Based on this model, the effect on water quality for existing users of the proposed withdrawals was concluded to be insignificant and known existing users would not be harmed by the proposed withdrawals. The aquitard was observed in the Aquarina deepened well and the observation mosquito control well which was logged. It was impossible to state definitely that the observed aquitard in the area was a continuous geologic feature. Partly due to the proximity of the aquitard and the depth of the wells in relation to the Sebastian Inlet fresh water lens, the conclusion was reached that effect on water quality of the Aquarina withdrawals would be insignificant. There is no fresh water recharge into the Sebastian Inlet fresh water lens, but there is a continuous pressure con- nection throughout the Florida aquifer in the area. Any replacement of water discharged from the Sebastian Inlet fresh water lens or the lower zones will be of saltier, less potable connate water. It is not understood how long the part of the aquifer below the aquitard (lower zone) will continue to be a significant source of fresh water due to insufficient data. The three mosquito control wells on the Aquarina site are flowing when uncapped or unplugged an estimated 432,000 gallons per day while the wells in the northern sector of the Sebastian Inlet fresh water lens (below where Aquarina is located) flowed at an approximate rate of 2.6 MGD. These withdrawals by the mosquito control wells are primarily from the Sebastian Inlet fresh water lens and are the major cause of premature depletion of the lens. The testimony and the data presented at the hearing demonstrated that the Applicant has met its burden to show by a preponderance of the evidence that the proposed withdrawals by Aquarina will not significantly affect either the quality or quantity of water available to neighboring water users. This appears to be the case regardless of whether the aquitard testified to be about ten feet thick exists and whether the leakance value of less that 6% exists in the aquifer between the point of the Aquarina withdrawals and neighboring users. Data which may be generated subsequently may lead to a different conclusion, but this finding is based on the data presented to the Hearing Officer by the parties at the hearing. 4/ Aquarina has agreed to the following permit condition: (b) The applicant would have to plug all the preexisting mosquito control wells on the development site. The proper plugging of the mosquito control wells on the Aquarina site will save approximately 432.000 GPD of water from the finite Sebastian Inlet lens. This condition was agreed to independently of the contribution by Aquarina of $25,000 to the well plugging program with the District and Brevard County which has as its goal, the plugging of all mosquito control wells in the area. Without the plugging of the mosquito control wells, it is estimated that the northern reservoir of the lens would be depleted by the year 2000, and the southern reservoir by the year 2030. It was also estimated that the plugging of the mosquito control wells would prolong the life of the fresh water reservoirs by over 100 years. Furthermore, by plugging all the mosquito control wells, approximately 6,700,000 gallons per day will be saved from the entire lens area. The basin in which Aquarina is located is in an overdraft condition with more water withdrawn than is presently being recharged. However, the Aquarina project will bring about a net improvement in the situation due to the mosquito control well plugging program imposed as a condition of the permit. Under the sites current PUD zoning, a density of 12 dwelling units per acre is permitted. The current classification of the property in the Brevard County Comprehensive Plan is "urbanizing." Under that classification, the Applicant could seek a rezoning of the property from PUD to single family attached residential. Such a reclassification would avoid the requirements of Chapter 373, Florida Statutes, by allowing each of the 196+- dwelling units to have its own well with a per unit consumptive use below the quantity required to activate Chapter 373, Florida Statutes. Nothing would prevent any of the residential wells from tapping the fresh water lens presently used by the Petitioners in a total amount exceeding that sought in the instant application. Given the designated land use of the Aquarina site, the controlled withdrawal from one or two points within the development is a preferable alternative to the unregulated development and water use which in all probability would follow from the denial of this permit. In large measure, the District's options regarding this site and its attendant consequences have been predetermined by land use decisions made by local officials. Under these circumstances, the District has been required to choose among a set of options which do not include an option for controlled and limited growth directly tied to availability of fresh water resources envisioned by the Petitioner. The choice which the District made in this case, although obviously not ideal, is the best among the presently available alternatives.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Respondent St. Johns River Water Management District grant the requested consumptive water use permit to the Applicant Aquarina Developments, Inc., subject to the conditions contained in the staff's TSR, as corrected and amended on March 25, 1982, which include, but are not limited to: The maximum daily withdrawal shall not exceed 9.765 million gallons per day for five years. The maximum annual withdrawal shall not exceed 171 million gallons for five years. The existing ten inch public supply wells shall be lined or cased to a depth of 450 feet below land surface to insure with- drawals from below this depth. The construction standards used to perform these well modifications shall be accomplished through all appropriate permitting regulations and conform to existing construc- tion standards as stated in Chapter 373, Florida Statutes (F.S.) and Chapter 40C-3, Florida Administrative Code (F.A.C.). That any subsequent Public Supply well or wells constructed for this project be cased to an equal depth. That all mosquito control wells (3) within the property boundaries of the permittee be plugged with neat cement grout from bottom to top as specified in Chapter 40C-3, F.A.C. Chloride concentrations and dissolved solids in water samples from each water supply well shall be measured monthly, and results shall be submitted within 60 days of measure- ment to the St. Johns River Water Management District. A complete water quality analysis including Ca, Mg, Na, K, Cl, S04, HC03, pH and Co3 shall be performed on samples collected in May of each year. The permittee shall maintain withdrawal records showing daily withdrawals of raw (pre-treatment) water for each year ending May 31. These records shall be submitted on a quarterly basis on District Form En-3. Nothing in this permit shall be construed to limit the authority of the St. Johns River Water management District to declare a water shortage and issue orders pursuant to Section 373.175, Florida Statutes, or formulate a plan for implementation during periods of water shortage pursuant to Section 373.246, Florida Statutes. District representatives may visit the site to insure compliance with conditions of this permit following advance notifica- tion of the permittee of the time of visit. The water conserving techniques and methods as outlined in the July 30, 1981 letter to the District from Ed Fleis, P.E., to Thomas K. Ziegler, TSR Exhibit 10, shall be implemented and included throughout all phases of this project. Further, should the replace- ment of any fixtures or appliances be required during the life of this permit, water conserving fixtures equivalent to those originally specified shall be installed. DONE AND ORDERED this 6th day of August, 1982, in Tallahassee, Florida. SHARYN L. SMITH Hearing Officer Division of Administrative Hearings Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of August, 1982.
The Issue Did Respondents violate the provisions of Rules 62-550.518(3), 62-555.320(4)(8), 62-560.410(2)(c), 62555.350(2), and 62-555.345, Florida Administrative Code, as alleged in the Notice of Violation and Orders for Corrective Action, Case Nos. 96-653PW2442B and 96- 653PW2442C dated June 9, 1997?
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: At all times pertinent to this proceeding, the Department, through the Polk County Health Department, under the authority of an Interagency Agreement with the Department of Environmental Protection, was the agency of the State of Florida charged with the responsibility for inspecting and clearing Public Water Systems in Polk County Florida under Section 403.121, Florida Statutes. SDS Properties Investors Group, Inc. (SDS) is a Florida corporation authorized to do business as Budget Motel. SDS is owned by Shaikh. Sanitary surveys are conducted by the Department every three years and include the inspection of Public Water Systems (PWS) . On January 26, 1996, the Department conducted a routine sanitary survey of Budget Motel (Budget) located at 1418 Highway 17 South, Lake Wales, Florida, which should have included Budget's public water system, PWS 6532442. However, Polk County's inspector, Henry Tagioff, was shown a well, by a Budget employee, that was located on the adjacent property owned by Smokey's Mobile Home Park (Smokey's) and not a part of Budget's water system. Tagioff was not aware that the well he inspected was owned by Smokey's and not on Budget's property. During the inspection, Tagioff noted several violations and advised the Budget employee that Tagioff needed to discuss these violations with Shaikh. On January 29, 1996, Tagioff and Lee Forgey, another Polk County employee, met with Shaikh to discuss the violations noted by Tagioff on January 26, 1996. During this meeting, Shaikh, Tagioff, and Forgey discussed the violations previously found by Tagioff on January 26, 1996, concerning the well on Smokey's property. At no time during this meeting did Shaikh advise Tagioff or Forgey that neither he nor Budget own the well under discussion. The record is not clear, but sometime between January and May 1996, Budget's well had collapsed and was not useable. Subsequent to Budget's well collapsing, Shaikh contracted with George Dunham, after obtaining Smokey's permission, to connect Budget's water system (PWS6532442) to Smokey's well. At the time of connecting Budget's water system to Smokey's well, Dunham advised Shaikh that this was only a temporary solution and gave Shaikh a proposal for a new well since Budget's old well could not be repaired. On May 2, 1996, Tagioff made a reinspection of Budget's water system and found that Budget's well had collapsed and was inoperable, and that Budget had connected to Smokey's well to furnish water to the motel and its guests. Tagioff advised Shaikh that Budget would need a new well since its old well was inoperable and the connection to Smokey's well was only temporary. On May 21, 1996, Mark Fallah, a Polk County employee, conducted a site inspection and prepared a report for use in connection with Budget's application with Southwest Florida Water Management District (SWFWMD) for a new well permit. In connection with Fallah's site inspection and report, the Department advised Shaikh by letter dated May 21, 1996, of certain things concerning the new well that had to be completed prior to placing the well into public use. The letter provides in pertinent part as follows: Upon completion of the drilling and the verification of the grouting procedure by the Water Management District, the following items, as required by Chapters 62-555 and 62550 of the Florida Administrative Code, are to be completed prior to this water system being placed into public use. * * * 2. A continuous chlorination unit that is electrically interlocked with the well pump circuit. * * * A flow measuring device is required on all Non-Community Water Systems. A copy of the well completion report must be furnished to this office by the well driller within thirty (30) days after the well installation. Bacteriological clearance of the well must be performed by submitting twenty (20) consecutive water samples for analysis to an HRS certified laboratory. A maximum of two (2) samples per day taken at least six hours apart may be collected. Additional samples may be required until twenty (20) consecutive satisfactory samples are received. * * * After the well and plant construction is completed, contact our office for an inspection so that written clearance can be issued. It is prohibited for any Public water system to be placed into use without clearance being issued from this department. (Emphasis Furnished). SWFWMD approved Budget's new well application and issued Budget Permit No. 579811.01 for drilling a new well. However, upon completion of the new well, there were certain conditions that had to be met as indicated in the letter from the Department dated May 21, 1996. On May 31, 1996, and July 10, 1996, Fallah inspected Budget's new water system for compliance and, on both occasions, found that Budget had failed to install the chlorination unit, the flow meter, and had not submitted a well completion report or bacteriological samples. On July 15, 1996, the Department issued a Warning Notice to Shaikh advising him that the system could not be used until approved by the Department. For enforcement purposes, the file was transferred to Lewis Taylor, enforcement officer for drinking water systems for Polk County. On November 14, 1996, Taylor conducted an inspection of Budget's water system and reported that: (1) Budget's well had been placed into service without approval from the Department; (2) there was no chlorinator in operation; (3) there was no flow meter; (4) the Department had not received any bacteriological samples since November 1995; (5) there was no certified operator servicing the motel's water system; and (6) Budget had not provided public notice to its customers of its failure to monitor its drinking water. A second Warning Notice was issued by the Department and furnished to Shaikh on November 22, 19-96, which in substance advised Shaikh that Budget was in violation of Rules 62-550 and 62- 555, Florida Administrative Code, for its: (1) failure to obtain the Department's clearance before placing its new well in service; (2) failure to provide quarterly bacteriological samples; (3) failure to maintain proper chlorine residual in the water system; failure to provide a flow meter in the water system; (5) failure to provide public notification to its customers that its water system had failed to comply with Rule 62-550, Florida Administrative Code; and (6) failure to provide the Department with verification of Budget retaining a certified operator to oversee the operation and maintenance of its water system. On March 3, 1997, Tagioff and John GoPaul, US Environmental Agency, inspected Budget's water system and found that: (1) there was no chlorine residual in the system; (2) the chlorination unit located at the motel was not in use; (3) there was no flow meter within the system; (4) no quarterly bacteriological samples had been furnished to the Department; and the well had not been cleared for use by the Department. Based on the testimony of Lewis Taylor which I find credible, the Department has expended the following in the inspection of Budget's water system: (1) 20.25 hours of professional time at a rate of $30.00 per hour for a total of $607.50; (2) three hours of clerical time at a rate of $15.00 per hour for a total of $45.00; and (3) $27.00 in travel costs and postage. The total amount expended in the inspection of this water system by the Department was $679.50.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department enter a final order finding Respondents guilty of the violations as charged and requiring Respondents to comply with the Orders for Corrective Action as set out in the Notice of Violation and Orders of Corrective Action in Case Nos. 96-653PW2442B and 96-653PW2442C. It is further recommended that Respondents be required to pay the costs and expenses of investigating the violations and prosecuting this matter in the amount of $679.50. DONE AND ENTERED this 27th day of May, 1998, in Tallahassee, Leon County, Florida. WILLIAM R. CAVE 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) 921-6947 Filed with the Clerk of the Division of Administrative Hearings this 27th day of May, 1998. COPIES FURNISHED: Angela T. Hall, Agency Clerk Department of Health 1317 Winewood Boulevard, Building 6 Tallahassee, Florida 32399-0700 Roland Reis, Esquire Department of Health Polk County Health Department 1290 Golfview Avenue, 4th Floor Bartow, Florida 33830-6740 Habib U. Shaikh 4014 Billingsgate Road Orlando, Florida 32839-7515 SDS Properties Investors Group, Inc. d/b/a Budget Motel 1418 Highway 17 South Lake Wales, Florida 33853
The Issue Whether the Petitioner should be granted a permit to clear and place fill on 0.23 acres of Lot 5, in Block 85 of Daytona North subdivision for the purpose of creating sufficient uplands for a single family dwelling, septic tank system and drainfield.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: Petitioner is the owner of a parcel of real property located in Section 17, Township 12 South, Range 29 East at Lot 5, Block 85, in the Daytona North Subdivision, west of the town of Bunnell in Flagler County, Florida. The Department is the agency of the State of Florida that is authorized to issue permits to dredge and fill wetlands pursuant to Chapter 373, Florida Statutes. It is successor to the Department of Environmental Regulation. On March 8, 1993, the Petitioner filed an application with the Department for a permit to clear and fill within 0.23 acres [approximately 10,000 square feet] of hardwood swamp which is connected by large drainage ditches to Bull Creek. The property subject to the application for a permit to fill is a portion of that property described in Finding of Fact 1. The purpose of obtaining a permit to fill was to create sufficient uplands upon which to construct a single family dwelling with a septic tank system, including a drainfield. Following a review of Petitioner's application, the Department issued its Notice Of Permit Denial on July 30, 1993. The denial was based on the Petitioner's proposed project failing to provide the Department with the reasonable assurances required by Section 373.414(1), Florida Statutes [formerly Section 403.918(1) and (2), Florida Statutes] While there are some pine trees scattered throughout the area, including the Petitioner's lot, the area does not appear to be what is commonly referred to as longleaf or slash pine flatwoods because the understory (undergrowth) is not dominated by saw palmetto, even though Petitioner's composite exhibit 2 (photographs of area) reflects a patch or two of saw palmetto. The area is dominated by understory that tends to thrive in soil that, while not always covered with water, is usually saturated with water. Additionally, the more predominant trees in the area are hardwood [gums, etc.] and cypress which tend to thrive in soil that is saturated with water. The upper surface of the soil in the area, including the Petitioner's property, is peat or muck which tends to be saturated with water and has very little percolation. To the north and east of the subdivision are potato and cabbage fields, drainage from which is routed through the subdivision in large agricultural drainage ditches. Petitioner's property backs up to a large drainage canal, which is one of many canals in the subdivision connected to these even larger agricultural drainage canals. Water from these many canals flows into Bull Creek, Class III waters, and from Bull Creek to Dead Lake and then into Crescent Lake. There is sufficient evidence to establish facts to show that the Petitioner's property comes within the definition of wetlands as defined in Section 373.019(17, Florida Statutes, which are connected to waters of the state as defined in Section 373.019(8), Florida Statutes. Therefore, the Petitioner's proposed project is not exempt from permitting and requires a dredge and fill permit for the proposed construction. Water quality in Bull Creek and in the receiving waters of Dead Lake and Crescent Lake has been degraded as a result of agricultural runoff from nearby farms. This runoff, containing nitrogen and phosphorus, the main components of fertilizer, is routed through the ditch system in the subdivision directly into receiving waters of Bull Creek, Dead Lake and Crescent Lake. Agricultural runoff from these sources has resulted in water quality violations for nitrogen, phosphorus, bacteria and benthic macroinvertebrates in Bull Creek Canal; and for nitrogen, phosphorus and dissolved oxygen in Dead Lake and Crescent Lake. This subdivision contains approximately 800 lots located in wetlands. It is anticipated that if dredge and fill permits were available for development, then the lots located in the wetlands would develop first due to the difference in price between the lots located in the wetlands as opposed to lots located in the upland. It was the Department's testimony that this was the first application received by the Department to place fill in wetlands in the subdivision. However, photographs 22 and 23 of Petitioner's composite exhibit 2 reflect that there are houses in the wetlands area of the subdivision that appear to be located on wetlands that have been filled, with a septic tank system located on the filled area. Petitioner's proposed project is permanent in nature, and any wetlands that were filled as a result of this project would be lost to the system. Likewise, any other lots located in the wetlands area of the subdivision that were developed would also be lost to the system. Assuming that the lots in the wetlands area of the subdivision were developed as the Department anticipates, then there would be a permanent loss to the system of a large area of wetlands which would result in a loss of the wetlands filtering system. Without this filtering system, there would be a decrease in the nutrient uptake which could create algal blooms and deplete dissolved oxygen levels, thus further degrading water quality resulting in a long term water quality violation. Due to nature of the surface of the soil located in the wetlands area of the subdivision and its lack of permeability, the effluent from the septic tank system would likely fail to percolate below the fill. This failure to percolate would likely result in a lateral flow of the effluent towards the drainage ditches located within the subdivision which flow into the agricultural drainage canals and eventually into Bull Creek to Dead Lake to Crescent Lake, thus further degrading water quality resulting in a along term water quality violation. Development of the wetlands area of the subdivision would adversely affect the conservation and productivity of fish by further degrading the already poor water quality of Bull Creek and Dead Lake. While the proposed project's effect on the habitat and functioning of the wetlands area of the subdivision or the water quality may be minimal, it is the adverse cumulative impact the proposed project would have, by "opening the door", so to speak, on other permit applications for dredge and fill in the wetlands area of the subdivision that is the main concern.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department enter a Final Order denying the Petitioner's application for dredge and fill Permit Number DF 182280792. RECOMMENDED this 6th day of May, 1994, at Tallahassee, Florida. WILLIAM R. CAVE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of May 1994. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-5970 The following constitutes my specific rulings, pursuant to Section 120.59(2), Florida Statutes, on all of the proposed findings of fact submitted by the Department in this case. Petitioner Stanley A. Ferguson Petitioners did not submit any proposed findings of fact. Respondent, Department's Proposed Findings of Fact. 1. The Department's proposed findings of fact 1 through 15 are adopted in substance as modified in Findings of Fact 1 through 19 of the Recommended Order. COPIES FURNISHED: Stanley A. Ferguson Route 1, Box 21A-1R Bunnell, Florida 32110 Donna M. La Plante, Esquire Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-240 Kenneth Plante, General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400
Findings Of Fact The Respondent, Albert R. Stewart applied to take the examination given on August 3, 1979, to receive a Class "C" waste-water treatment plant operator license. At the examination site of Clearwater, Florida, on the scheduled examination date, the examinees were instructed to print their names on the examination answer sheet and to sign their names on the cover of the examination booklet. At the request of Mr. Stewart, Mr. Alan Ferguson appeared and took the examination in Clearwater, Florida, on August 3, 1979, in the place of and on behalf of Mr. Stewart. Mr. Ferguson signed the examination cover (DER Exhibit 2) and answer sheet (DER Exhibit 3) with the name of "Albert Stewart". The signature on the examination booklet does not resemble any of the signatures of Albert R. Stewart on his application for this examination or for any previous exams. The signature does resemble that of Mr. Ferguson in his prior correspondence with the Department of Environmental Regulation. (Mr. Ferguson presently holds a Class "C" permit). The testimony of Mr. Stewart that he actually took the examination administered on August 3, 1979, is not credible. To allow Mr. Ferguson to be admitted to the examination, Mr. Stewart provided him with his social security card and his driver's license. He also gave Mr. Ferguson twenty dollars ($20.00) for his expenses incurred in traveling to and from Clearwater. At the time of the examination, Mr. Stewart who is presently employed as a supervisor for the Waste-Water Treatment Plant for the City of Inverness, was the supervisor of Mr. Ferguson. Mr. Stewart by his agreement with Mr. Ferguson to take the examination in his place, has falsely represented to DER that he took the August 3, 1979 examination. This false representation occurred in the process of his application for a waste-water treatment plant operator license.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That a final order be entered by the State of Florida, Department of Environmental Regulation immediately revoking the Class "C" waste-water treatment plant operator's license granted to Respondent, Albert R. Stewart. DONE and ENTERED this 25th day of July, 1980, in Tallahassee, Florida. MICHAEL PEARCE DODSON Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 25th day of July, 1980. COPIES FURNISHED: Alfred W. Clark, Esquire Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Mr. Albert Roscoe Stewart Post Office Box 306 Crystal River, Florida 32629 =================================================================
Findings Of Fact Ed Smith is the President of Riverside Village Mobile Home Park, Inc., which in turn is the owner of the mobile home park in question in this case. The mobile home park is located in Ruskin, Hillsborough County, Florida. Petitioner was served with an Administrative Complaint alleging that the chlorine residual in the park water supply distribution system was inadequate and that this constituted a violation of Chapter 513 and Section 386.041(1)(f), Florida Statutes, as well as Rule 10D-26.67(1), Florida Administrative Code. Specifically, the Administrative Complaint alleges violations occurring between July 16, 1986 and July 29, 1986, and seeks the imposition of a civil penalty in the amount of $500 per day which "shall be calculated when this complaint is received by the (Petitioner), and will run until the violation has been corrected." Petitioner requested a hearing to contest these allegations, and his request was filed with Respondent's Clerk on October 8, 1986. It was not established by competent substantial evidence when Petitioner "received" the Administrative Complaint which is the subject of this action. The only evidence of any violation occurring between July 16 and July 29, 1986 was the testimony of Harry Messick who signed an Official Notice and Notice of Intended Action which were both dated July 16, 1986, and which alleged that "chlorine reading found at time of inspection (was) between 0.1 ppm and (a) trace." However, Messick did not perform any test to either produce or confirm this result. He testified that someone else performed the field test, but there was no testimony from anyone else who may have actually conducted a test on Petitioner's water supply system on July 16, 1986. Therefore, it has not been established by competent substantial evidence that Petitioner's water supply system on July 16, 1986, was in violation of the requirement that .2 mg/1 of free chlorine residual be maintained. Testimony from Respondent's other witnesses, Norman Vik and Neil R. Schobert, indicates Vik was not even at Petitioner's mobile home park between July 16 and 29, 1986, and the only test conducted by Schobert found that Petitioner's water supply system was in compliance on July 24, 1986. Design modifications in Petitioner's water supply distribution system were approved by the Hillsborough County Health Department on July 9, 1986.
Recommendation Based on the foregoing, it is recommended that Respondent enter a Final Order DISMISSING the Administrative Complaint filed against Petitioner. DONE AND ENTERED this 19th day of February 1987 in Tallahassee, Florida. DONALD D. CONN 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 19th day of February 1987. APPENDIX (DOAH Case No. 86-4094) Rulings on Respondent's Proposed Findings of Fact: 1. Adopted in Finding of Fact 1. 2-3. Rejected in Findings of Fact 4, 5. COPIES FURNISHED: James A. Sheehan, Esquire Florida Federal Building One Fourth Street North Suite 800 St. Petersburg, Florida 33701 Carol M. Dittmar, Esquire 4000 West Buffalo Avenue Suite 520 Tampa, Florida 33614 Gregory L. Coler Secretary Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32301 John Miller, Esquire General Counsel Department of Health and Rehabilitative Services 1323 Winewood Blvd. Tallahassee, Florida 32301 =================================================================
