The Issue The issues to be determined in this case are whether the Respondent, Thomas B. Mahon, violated state regulations related to the operation, maintenance, and supervision of domestic wastewater treatment facilities ("WWTFs") and potable water systems ("PWSs"), as alleged by the Department of Environmental Protection ("Department") and, if so, whether his wastewater treatment and drinking water operator licenses should be suspended or revoked.
Findings Of Fact Respondent is a dual-licensed, Class C WWTF and PWS operator. The Department issued Respondent a wastewater license on February 1, 1986. The license was renewed on April 30, 2009. The Department issued Respondent a drinking water license on May 1, 1987. The drinking water license was also renewed on April 30, 2009. Respondent was contracted to operate and maintain nine WWTFs located in Hillsborough and Pasco Counties.1/ Respondent was contracted to operate and maintain eight PWSs located in Pasco County. The effect of the Order which deemed as admitted all matters in the Department's request for admissions is to establish all the allegations of the complaint as facts in evidence, except for the allegation of falsification of records, which allegation the Department withdrew. Florida Administrative Code Rule 62-602.650(3) requires that operators maintain an operation and maintenance log book ("O&M log") for each WWTF and PWS and to keep the O&M log on site for inspection. On one Department inspection in 2009, Respondent failed to have the O&M log on site at one of the WWTFs that he operated and maintained. On 15 Department inspections in 2010, Respondent failed to have the O&M log on site for inspection at several WWTFs and PWSs that he operated and maintained. Rule 62-601.300(1) requires WWTF operators to monitor the operation of the WWTFs and to submit monthly Discharge Monitoring Reports ("DMRs") to the permitee and to the Department. In 2010, there were 25 times when Respondent failed to timely submit DMRs. Rule 62-555.350(12)(b) requires PWS operators to monitor the operations of the PWS and to timely submit monthly operating reports ("MORs") to the water supplier and to the Department. In 2010, there were 20 times when Respondent failed to timely submit MORs. In addition to recordkeeping and reporting duties, operators of WWTFs are required to perform responsible and effective on-site operation, supervision, and maintenance of the facility. See Fla. Admin Code R. 62-602.650(1). The WWTFs for which Respondent had responsibility were sometimes operating out of compliance with Department rules and standard operating practices. For example, at different times at different WWTFs, the nitrate limit was exceeded, the surface of the clarifier was covered with solids, there were solids at the bottom of the chlorine contact chamber, the annual average fecal coliform limit was exceeded, the maximum fecal coliform maximum limit was exceeded, there was excessive foam and scum on clarifier’s surface, the lift station warning system was not operational, the calibration for meters had expired, there was accumulated sludge in the percolation pond, the blower’s air filter was dirty and overdue for replacement, facility upsets were not reported, the stilling well was full of dried solids, the pump drive belt was cracked, air diffusers were clogged or broken, the lift station’s audible and visual alarms were inoperable, and solids were discharging over the clarified weir. These conditions are not consistent with standard operating practices for WWTFs. The Department did not claim nor present evidence to show that these conditions have resulted in harm to public health or safety or to the environment. Respondent's expert witness acknowledged that Respondent was not good with "paperwork," but said that the operating problems described in paragraph 8, above, are common to all small WWTFs. The Department presented no testimony to rebut that statement. Respondent asserted that he is a victim of selective enforcement by the Department. However, because neither party presented evidence to show how frequently the described problems occur for most licensed WWTF operators or that the Department does not seek similar disciplinary action against other operators with similar numbers of noncompliance issues, the record does not support Respondent's claim of selective enforcement. In April 2007, the Department and Respondent entered into a consent order regarding Respondent's failure to submit DMRs for several WWTFs and for failure to perform responsible and effective on-site management and supervision of WWTFs for which he was the operator. Respondent was placed on one-year probation. The consent order included a provision that failure to comply with all WWTF operator duties set forth in rule 62-602.650 "will result in a minimum penalty of two year suspension" of Respondent's wastewater license. With the exception of one residential development, Respondent is no longer under contract with owners of WWTFs and PWSs to provide operation and maintenance services. He is now an employee of a facility management company which contracts with owners to provide such services.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department issue a Final Order that requires Respondent pay an administrative fine of $2,000 to be paid to the Department within 60 days, places Respondent on probation for two years, during which time Respondent is prohibited from entering into any new oral or written contracts to provide operator services to owners of WWTFs and PWSs, and requires Respondent to deliver a copy of the Final Order to his employer so that the employer is made aware of the problems for which the disciplinary action was taken. DONE AND ENTERED this 30th day of December 2011, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 30th day of December 2011.
The Issue The issue in this case is whether Respondent Laniger Enterprises of America, Inc. (Laniger), is entitled to the renewal of its domestic wastewater facility permit that was denied by Petitioner Department of Environmental Protection (Department).
Findings Of Fact The Parties The Department is the administrative agency of the State of Florida having the power and duty to protect Florida's air and water resources and to administer and enforce the provisions of Chapter 403, Florida Statutes (2005),1 and the rules promulgated in Florida Administrative Code Title 62. Laniger is a Florida corporation that owns and operates the WWTP that is the subject of this case, located at 1662 Northeast Dixie Highway, Jensen Beach, Martin County, Florida. The WWTP is referred to in the Department permit documents as the Beacon 21 WWTP. The WWTP Laniger acquired the WWTP in 1988 in a foreclosure action. At that time, the WWTP was in a "dilapidated" condition and was operating under a consent order with the Department. After acquiring the WWTP, Laniger brought it into compliance with the Department's requirements. Laniger's WWTP is commonly referred to as a "package plant."2 The WWTP's treatment processes are extended aeration, chlorination, and effluent disposal to percolation ponds. The WWTP does not have a direct discharge to surface water. It was permitted to treat 99,000 gallons per day (gpd) of wastewater. Its average daily flow during the past year was about 56,000 gallons. The east side of the WWTP site is adjacent to Warner Creek. On the north side of the WWTP site, an earthen berm separates the WWTP's percolation ponds from a drainage ditch that connects to Warner Creek. Warner Creek is a tributary to the St. Lucie River. The St. Lucie River is part of the Indian River Lagoon System. The Indian River Lagoon Act In 1989, the St. Johns River Water Management District and the South Florida Water Management District jointly produced a Surface Water Improvement and Management (SWIM) Plan for the Indian River Lagoon System ("the lagoon system"). For the purpose of the planning effort, the lagoon system was defined as composed of Mosquito Lagoon, Indian River Lagoon, and Banana River Lagoon. It extends from Ponce de Leon Inlet in Volusia County to Jupiter Inlet in Palm Beach County, a distance of 155 miles. The SWIM Plan identified high levels of nutrients as a major problem affecting water quality in the lagoon system. Domestic wastewater was identified as the major source of the nutrients. The SWIM Plan designated 12 problem areas within the lagoon system and targeted these areas for "research, restoration and conservation projects under the SWIM programs." Department Exhibit 2 at 11-13. Neither Warner Creek nor the area of the St. Lucie River that Warner Creeks flows into is within any of the 12 problem areas identified in the SWIM Plan. With regard to package plants, the SWIM Plan stated: There are numerous, privately operated, "package" domestic WWTPs which discharge indirectly or directly to the lagoon. These facilities are a continual threat to water quality because of intermittent treatment process failure, seepage to the lagoon from effluent containment areas, or overflow to the lagoon during storm events. Additionally, because of the large number of "package" plants and the lack of enforcement staff, these facilities are not inspected or monitored as regularly as they should be. Where possible, such plants should be phased out and replaced with centralized sewage collection and treatment facilities. Department Exhibit 2 at 64. In 1990, the Legislature passed the Indian River Lagoon Act, Chapter 90-262, Laws of Florida. Section 1 of the Act defined the Indian River Lagoon System as including the same water bodies as described in the SWIM Plan, and their tributaries. Section 4 of the Act provided: Before July 1, 1991, the Department of Environmental Regulation shall identify areas served by package sewage treatment plants which are considered a threat to the water quality of the Indian River Lagoon System. In response to this legislative directive, the Department issued a report in July 1991, entitled "Indian River Lagoon System: Water Quality Threats from Package Wastewater Treatment Plants." The 1991 report found 322 package plants operating within the lagoon system and identified 155 plants as threats to water quality. The 1991 report described the criteria the Department used to determine which package plants were threats: Facilities that have direct discharges to the system were considered threats. Facilities with percolation ponds, absorption fields, or other sub-surface disposal; systems located within 100 feet of the shoreline or within 100 feet of any canal or drainage ditch that discharges or may discharge to the lagoon system during wet periods were considered threats. * * * Facilities with percolation ponds, absorption fields, or other sub-surface disposal systems located more than 100 feet from surface water bodies in the system were evaluated case-by-case based on [operating history, inspection reports, level of treatment, and facility reliability]. Laniger's package plant was listed in the 1991 report as a threat to the water quality of the lagoon system because it was within 100 feet of Warner Creek and the drainage ditch that connects to Warner Creek. Laniger's WWTP was not determined to be a threat based on its wastewater treatment performance. There was no evidence presented that Laniger's WWTP had ever had intermittent treatment process failure, seepage to the lagoon system from effluent containment areas, or overflow during storm events. Those were the concerns related to package plants that were described in the SWIM Plan and the Department's 1991 report. Laniger's WWTP was not determined to be a threat based on evidence that it was causing or contributing to excess nutrients in Warner Creek or in that part of the St. Lucie River nearest to Laniger's WWTP. No evidence was presented that there are excess nutrients in Warner Creek or in that part of the St. Lucie River nearest to Laniger's WWTP. The Department's 1991 report concluded that the solution for package plants threats was to eliminate the package plants and connect their wastewater flow to centralized sewage collection and treatment facilities. To date, over 90 of the 155 package plants identified in the Department's 1991 report as threats to the water quality of the lagoon system have been connected to centralized sewage collection and treatment systems. The 1999 Permit and Administrative Order On August 26, 1999, the Department issued Domestic Wastewater Facility Permit No. FLA013879 to Laniger for the operation of its WWTP. Attached to and incorporated into Laniger's 1999 permit was Administrative Order No. AO 99-008- DW43SED. The administrative order indicates it was issued pursuant to Section 403.088(2)(f), Florida Statutes. That statute pertains to discharges that "will not meet permit conditions or applicable statutes and rules" and requires that the permit for such a discharge be accompanied by an order establishing a schedule for achieving compliance. The administrative order contains a finding that the Beacon 21 WWTP is a threat to the water quality of the lagoon system and that the WWTP "has not provided reasonable assurance . . . that operation of the facility will not cause pollution in contravention of chapter 403, F.S., and Chapter 62-610.850 of the Florida Administrative Code." The cited rule provides that "land application projects shall not cause or contribute to violations of water quality standards in surface waters." The administrative order required Laniger to connect its WWTP to a centralized wastewater collection and treatment [facility] "within 150 days of its availability . . . or provide reasonable assurance in accordance with Chapter 620.320(1) of the Florida Administrative Code that continued operation of the wastewater facility is not a threat to the water quality of the Indian River Lagoon System." As a result of an unrelated enforcement action taken by the Department against Martin County, and in lieu of a monetary penalty, Martin County agreed to extend a force main from its centralized sewage collection and treatment facility so that the Laniger WWTP could be connected. The extension of the force main was completed in April 2003. On April 10, 2003, the Department notified Laniger by letter that a centralized wastewater collection and treatment system "is now available for the connection of Beacon 21." In the notification letter, the Department reminded Laniger of the requirement of the administrative order to connect within 150 days of availability. On May 9, 2003, Laniger's attorney responded, stating that the administrative order allowed Laniger, as an alternative to connecting to the centralized wastewater collection and treatment system, to provide reasonable assurance that the WWTP was not a threat to the water quality of the lagoon system, and Laniger had provided such reasonable assurance. Laniger's attorney also stated, "due to the location of Martin County's wastewater facilities, such facilities are not available as that term is defined in the [administrative] order." On September 29, 2003, the Department issued a warning letter to Laniger for failure to connect to the Martin County force main and for not providing reasonable assurance that the WWTP will not cause pollution in contravention of Chapter 403, Florida Statutes. The Department took no further formal action until it issued the NOV in August 2005. Laniger's challenge of the NOV was consolidated with this permit case. The Permit Renewal Application In an "enforcement meeting" between Laniger and the Department prior to the expiration of 1999 permit, the Department told Laniger that it would not renew Laniger's WWTP permit. Later, when Laniger filed its permit renewal application, the Department offered to send the application back so Laniger would not "waste" the filing fee, because the Department knew it was not going to approve the application. Laniger submitted its permit renewal application to the Department on February 15, 2005. The Department considered Laniger's permit application to be complete, but proceeded to prepare the Notice of Denial without any technical review of the application. The Department denied the application on April 6, 2005. The Department's Notice of Permit Denial stated that the permit was denied because Laniger had not connected to the available centralized wastewater collection and treatment system nor provided reasonable assurance that the WWTP "is not impacting water quality within the Indian River Lagoon System." The record evidence showed that the "reasonable assurance" that would have been necessary to satisfy the Department was more than the reasonable assurance the Department usually requires for package plants, and more than the Department would have required if Laniger's WWTP was 100 feet from Warner Creek. Competent substantial evidence was presented that Laniger's WWTP is capable of being operated in accordance with the statutes and rules of Department generally applicable to package wastewater treatment plants. Laniger's 1999 permit expired on August 25, 2004. Laniger has operated the plant continuously since the permit expired. Whether the Martin County Facility is Available As discussed below in the Conclusions of Law, it is concluded that the Department did not have authority to require Laniger to connect the WWTP to the Martin County force main or to require assurance beyond the reasonable assurance generally required for package treatment plants in order to obtain a permit. However, because considerable evidence and argument was directed to whether the force main was available, that issue will be addressed here. The Martin County force main was not extended to the boundary of the Laniger WWTP site. The force main terminates approximately 150 feet north of the Laniger WWTP site and is separated from the WWTP site by a railroad and railroad right-of-way. Laniger presented undisputed evidence that the cost to connect to the Martin County force main would be approximately $490,000 and that cost was prohibitively high, given the relatively small number of households served by the WWTP. The Laniger WWTP is subject to rate regulation by the Public Service Commission (PSC). Laniger presented evidence suggesting that connection to the Martin County force main would result in rates that would not be approved by the PSC. The evidence was speculative and not competent to support a finding regarding PSC action. The evidence does show, however, that PSC rate regulation was not a factor that the Department considered when it determined that the Martin County force main was available. There is no Department rule that defines when a centralized sewage collection and treatment facility is "available." The determination that the Martin County force main was available to Laniger was made informally by members of the Department's compliance staff in the Department's St. Lucie office. Mr. Thiel testified that he considered the force main to be available because it was "in close proximity" to Laniger's WWTP. However, Mr. Thiel admitted that there is a difference of opinion within DEP as to when a facility is available and reasonable persons could disagree about whether a facility was available. Mr. Thiel thought that the cost to connect is a factor to be considered in determining whether a facility is available, but another Department employee did not think cost should be considered. There was no evidence that the Department took into account Laniger's cost to connect in determining that the Martin County force main was available. The Department simply assumed that the Martin County force main was close enough to the Laniger WWTP site that the cost to Laniger would not be prohibitive. In addition, the Department was aware of other package plants that had connected to centralized sewage collection and treatment facilities that were the same distance or a greater from the package plant, and the Department did not hear from the owners of the package plants that the costs were prohibitive. Timothy Powell of the Department stated that force mains are usually made available by extending the force main so that it is "abutting the property as much as possible." He also stated that he assumed that Martin County would extend its force main under the railroad and to the boundary of the Laniger WWTP site after Laniger agreed to connect. However, there was no evidence to show that this is Martin County's intent, and the Department did not tell Laniger that Laniger did not have to connect to the force main unless Martin County brought the line to the boundary of the WWTP site. If the Department had authority to require Laniger to connect to the Martin County force main when it became available, and in the absence of any rule criteria to determine when a centralized sewage collection and treatment facility is available, the determination would have to be based on reasonableness. Reasonableness in this context must take into account the cost of the connection. Cost is the inherent reason that Laniger was not required to connect to the Martin County centralized sewage collection and treatment facility without regard to whether the facility was available. Laniger showed that the cost of connecting to the force main is unreasonably high due to the need to construct a line beneath the railroad. Therefore, Laniger proved by a preponderance of the evidence that the Martin County force main is not available.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting Laniger Enterprises of America, Inc., a renewal of its wastewater treatment plant operating permit. The permit should contain the same conditions as were contained in the 1999 permit, with the exception of those conditions derived from Administrative Order No. AO 99-008- DW43SED. DONE AND ENTERED this 19th day of September, 2006, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER 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 19th day of September, 2006.
The Issue The issue is whether Petitioner's application to sit for the water well contractor examination should be approved.
Findings Of Fact Based on the evidence presented by the parties, the following findings of fact are made: On January 9, 2004, Petitioner, who resides in Baker County, Florida, filed his application with the District requesting that he be allowed to sit for the water well contractor examination. The requirements for qualification to take the examination are set forth in Florida Administrative Code Rule 62-531.300. Relevant to this controversy is the requirement that an applicant present "satisfactory proof of two years experience in the water well construction business." This requirement is normally met by the applicant providing a list of at least ten water well jobs he has completed during a consecutive 24-month period (together with their locations, major use, and approximate depth and diameter), the name and address of the owner of the well, and the approximate date the activity took place. See Fla. Admin. Code R. 62-531.300(6)(a). If the work has been completed in Florida, the applicant is also required to submit copies of completion reports for each of the ten wells. Id. Completion reports are filed by the contractor with the District within thirty days after the work is completed. See Fla. Admin. Code R. 40C-3.411. Finally, the applicant must submit letters from three persons attesting to the length of time the applicant has been working in the water well construction business as a major activity. See Fla. Admin. Code R. 62-531.600(6)(a). Alternatively, an applicant may present "satisfactory proof of equivalent experience," which may be accepted by the District "on a individual basis." See Fla. Admin. Code R. 62- 531.300(6)(b). While this option has rarely, if ever, been used by any applicant, at hearing the District suggested that this provision would allow an applicant to submit other credible documentary evidence, such as affidavits, attesting to the applicant's equivalent experience. Mr. Julian C. Varnes, Jr., a District water resource representative III, is in charge of reviewing water well contractor applications in four northeast Florida counties, including Baker County. Mr. Varnes reviewed Petitioner's application and concluded that he had failed to submit proof of two years' experience in the water well contracting business or satisfactory proof of equivalent experience, as required by the rule. In this case, Petitioner submitted ten completion reports with his application, but none of the reports indicated that he had been involved on those projects, and Petitioner acknowledged at hearing that he could not recall if he was even present on the job site. This is probably because the reports related to jobs performed between November 10, 1982, and July 31, 1985, by his father, a licensed water well contractor, when Petitioner was less than fifteen years old. In addition, the reports submitted by Petitioner covered work performed over a 32-month period, rather than over a 24-month period, as required by the rule, and some of the reports did not have the complete address of the location of the well. By letter dated February 4, 2004, the District advised Petitioner that his application was deficient because he had failed to submit the information required in Florida Administrative Code Rule 62-531.300(1)(b) and (6) relative to experience. The letter advised Petitioner that he must submit an "acceptable list of ten wells together with their completion reports, for wells that [he had] constructed, repaired, or abandoned, with completion dates distributed over a consecutive 24-month time period." Further telephonic discussions between Petitioner and District personnel concerning the request for additional information occurred on March 25 and 29, 2004, but they did not resolve the District's concerns. On June 15, 2004, the District staff again notified Petitioner in writing that he must submit the requested information within 30 days or his application would be denied. When no response was received from Petitioner, on July 27, 2004, the staff issued a Technical Staff Report recommending that the application be denied because of Petitioner's failure to comply with the requirements of Florida Administrative Code Rule 62- 531.300(1)(b) and (6). On August 23, 2004, a Notice of Staff Intent to Recommend Denial of Water Well Contractor Application No. 7300 and Notice of Rights was issued by the District. Petitioner's request for a hearing was then filed. After his first request for a hearing was dismissed, on November 18, 2004, Petitioner filed an amended request for a hearing. In that request, he alleged that the District was "not capable of locating completion reports filed by [Petitioner] and/or his father"; that the experience of he and his father was well known to two District staffers; that he had purchased a well drilling company from another individual and operated under the seller's license for over a year; that he is entitled to licensure because he has satisfactory equivalent experience; and that his father has paid all outstanding fines previously imposed by the District. As relief, Petitioner has requested that he be allowed to take the contractor's examination. At hearing, Petitioner explained that his father was in the water well contracting business for twenty years, and that beginning in 1983, when he was thirteen years old, he had helped his father on "hundreds of jobs" until his father's retirement in 1994. However, Petitioner cannot recall the names and addresses of customers who were serviced by his father's business, which is necessary in order for the District to retrieve completion reports presumably filed by his father. Because of the large number of completion reports filed by contractors throughout its multi-county jurisdiction, in order to retrieve one, the District must have the following information: the year the job was completed, the county in which the job was performed, and the address (township and range) of the well's owner. Petitioner is unable to provide this information.1 In addition, Petitioner stated that he had purchased a water well contractor's business (from Tim Johnson) shortly after his father retired in 1994 and that he operated the business under Mr. Johnson's license for a little more than a year. Although Petitioner produced no documentation concerning jobs he may have performed under Mr. Johnson's license, even if he had, that work would still constitute less than 24 consecutive months of experience, as required by the rule. Petitioner further asserted that Mr. Varnes, who oversees the water well contractors in Baker County, personally "knows" that he is an experienced well driller (having gained such experience through working for his father for many years) and that he possesses the skills necessary to take the examination. However, Mr. Varnes did not agree with this assertion. Finally, Petitioner asked that he be allowed to take the examination, which would be the best indicator of whether he possesses the necessary knowledge to be a contractor. He also pointed out that each completed project must be inspected by a District employee, and that such inspections would verify and ensure that his work is satisfactory. However, the rules require that before the examination can be taken, certain requirements must be met. Petitioner has not satisfied those requirements.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order denying Petitioner's application to sit for the water well contractor examination. DONE AND ENTERED this 25th day of January, 2005, in Tallahassee, Leon County, Florida. S DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of January, 2005.
The Issue At issue is whether an order recommending denial of the subject permits and variance should be rendered.
Recommendation Based on the foregoing statement of the case and conclusions of law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order reversing Monroe County's decision to issue the subject permits and variance. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 29 day of January 1992. WILLIAM J. KENDRICK 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 29 day of January 1992.
Findings Of Fact At all times pertinent to the issues herein, Respondent, Cargill, a Delaware corporation authorized to do business in Florida which owned and operated a phosphate mine near Fort Meade, located in Polk County Florida. Petitioner, Gloria Elder, owns residential property adjoining the Fort Meade Mine on which she maintains an individual water well for domestic and other purposes. The Respondent, District, has the responsibility for regulating the consumption and conservation of ground and surface water within its jurisdictional limits, including the well in question. For a period prior to December, 1990, Cargill had been operating under consumptive use permit No. 202297.04, issued by the District, which provided for average daily withdrawals of 12.0 MGD from wells on its property. In addition to the 12.0 MGD, Cargill also was utilizing an additional 3.3 MGD for mine pit and surficial aquifer dewatering activities which did not have to be reflected in the permit but which were lawful uses. In December, 1990, Cargill submitted its application to renew the existing water use permit with a modification including the 3.3 MGD previously being used but not officially permitted. No additional water would be drawn from the permitted wells as the newly applied for 15.3 MGD was the total of the 12 MGD and 3.3 MGD previously permitted and lawfully used. After reviewing the additional information requested of Cargill pertaining to this application, the District published its Notice of Proposed Agency Action for approval of the permit. The proposed permit authorizes withdrawal of the amount requested in the application, 15.3 MGD, the exact same amount actually withdrawn under the prior permit. As a part of the proposed permit the District imposed two special conditions. These conditions, 12 and 13, require Cargill to conduct its dewatering activities no closer than 1,500 feet to any property boundary, wetlands, or water body that will not be mined or, in the alternative, to mitigate pursuant to conditions 12 and 13 any activities conducted within the 1,500 foot setback. There are no reasonable alternatives to Cargill's request. The mining process in use here utilizes a water wash of gravel-size phosphate ore particles out of accompanying sand and clay. The water used for this purpose is recycled and returned to the washer for reuse. The resulting phosphate ore mix, matrix, is transported with water in slurry form to the refining plant. This system in the standard for phosphate mining in the United States. Once at the plant, the slurry is passed through an amine flotation process where the sand and phosphates are separated. This process requires clean water with a constant Ph balance and temperature which can be retrieved only from deep wells. Even though the permit applied for here calls for an average daily withdrawal of 15.3 MGD, typically the Cargill operation requires about 10.08 MGD from deep wells. This is a relatively standard figure within the industry. Approximately 92 percent of the water used at the site in issue is recycled. However, recycled water is not an acceptable substitute for deep well water because it contains matters which interfere with the ability of the chemical reagents utilized in the process to react with the phosphate rock. Therefore, the quantity sought is necessary and will support a reasonable, complete mining operation at the site. The Cargill operation is accompanied by a strenuous reclamation operation. Land previously mined near the Petitioner's property has been reclaimed, contoured, re-grassed and re-vegetated. This project was completed in 1990. No evidence was introduced showing that Cargill's operation had any adverse effect on the Elders' well. Water samples were taken from that well at the Petitioner's request in May, 1991 in conjunction with the investigation into a previous, unrelated complaint. These samples were submitted to an independent laboratory for analysis which clearly demonstrated that the minerals and other compounds in the water from the Petitioner's well were in amounts well below the detection level for each. Only the iron level appeared elevated, and this might be the result of deterioration of the 18 year old black iron pipe casing in the well. Another possible explanation is the fact that iron is a common compound in that part of the state. In any case, the installation of a water softener would remove the iron, and there is no indication the water would have any unacceptable ecological or environmental impacts in the area either on or off the site. No other residents in the area have complained of water quality problems. Petitioner claims not only that Cargill's operation would demean her water quality but also that its withdrawal will cause a draw down in the water level in her well. This second matter was tested by the District using the McDonald-Haurbaugh MODFLOW model which is well recognized and accepted within the groundwater community. The model was applied to the surficial, intermediate, and upper Floridan aquifers and indicated the draw down at the property boundary would be less than one foot in the surficial aquifer and less than four feet in the intermediate aquifer. The model also showed the draw down at the Petitioner's well would be less than three feet, which is well within the five foot criteria for issuance of a consumptive use permit under the appropriate District rules. This evidence was not contradicted by any evidence of record by Petitioner. All indications are that the water use proposed is both reasonable and beneficial, is consistent with the public interest, and will not interfere with any existing legal use of water.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore recommended that WUP Permit No. 202297.05 be renewed as modified to reflect approval of 15.3 MGD average daily withdrawal. Jurisdiction will remain with the Hearing Officer for the limited purpose of evaluating the propriety of an assessment of attorney's fees and costs against the Petitioner and the amount thereof. RECOMMENDED this 29th day of April, 1993, in Tallahassee, Florida. ARNOLD H. POLLOCK 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 29th day of April, 1993. COPIES FURNISHED: Joseph N. Baron, Esquire 3375-A U.S. Highway 98 South Lakeland, Florida 33803 Rory C. Ryan, Esquire 200 South Orange Avenue Suite 2600 Post office Box 1526 Orlando, Florida 32801 Martin D. Hernandez, Esquire Richard Tschantz, Esquire 2379 Broad Street Brooksville, Florida 34609 Peter G. Hubbell Executive Director Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34609-6899
The Issue Whether the Board of Professional Engineers should penalize Respondent because of negligence in the practice of his profession.
Findings Of Fact Respondent Mr. Walker holds professional engineer's license no. P.E. 40276. His license was issued by the Florida Board of Professional Engineers. During times pertinent he was employed by the U.S. Army Corps of Engineers (Corps). The Corporation is charged with providing investigative and prosecutorial services to the Board in accordance with Sections 455.32, 471.005(9), and 471.038, Florida Statutes. The Board has the authority to assess penalties against professional engineers pursuant to Section 471.033(3), for violations of Section 471.033(1). Mr. Walker has been the Resident Engineer, Construction Division, with the Corps at Hurlburt Field, Florida during all times pertinent. Hurlburt Field is a U. S. Air Force Base. The Corps of Engineers administers major construction projects at Hurlburt Field. During times pertinent Mr. Walker supervised about eight people. In late 2001 or early 2002, the Corps awarded a contract to widen Cody Road and Independence Road, which are located on the premises of Hurlburt Field. Both required the relocation of water lines. The Corps gave a design contract for the road widening project to an architect engineer firm named JE/Sverdrup, of Jacksonville, Florida. JE/Sverdrup prepared an Application for a Public Drinking Water Facility Construction Permit for submission to the Florida Department of Environmental Protection (DEP). DEP was involved in this construction contract because it required the relocation of over 5,000 linear feet of potable water lines. The person who actually signed the permit application was Ronald J. Lowe, Professional Engineer, for a permittee identified as Colonel Timothy Boone, U. S. Air Force. The permit request was submitted to DEP on May 24, 2001. Base Civil Engineering acted as liaison with DEP through its employee Andrea Bishop (Ms. Bishop). The Corps, and Mr. Walker, had no contact with DEP. Permit/Certification No. 0184807-001-DS/C, addressing the road widening project, was granted on June 15, 2001. DEP expected the permit to be closed out upon completion of the construction or upon completion of part of the construction. In order to close out a permit, DEP required a certification by a licensed professional engineer, to the effect that the construction was in accordance with the plans submitted with the permit; that the record drawings for the substantially completed portions of the project were adequate; and that all deviations from the construction permit were indicated, must be provided. Also, a satisfactory analysis of bacteriological samples must be provided. On August 16, 2002, subsequent to the completion of substantial construction work, a Certification of Construction Completion and Request for a Letter of Clearance to Place a Public Drinking Water Facility into Service (Certificate of Completion) was signed by Lieutenant Colonel Jeffrey L. Pitchford, Commander, 16th Civil Engineer Squadron. During the course of construction of this project, Lieutenant Colonel Pitchford, at least weekly toured the sites with Mr. Walker. Lieutenant Colonel Pitchford was aware of what the status of the project was on an on-going basis. At the time the Certificate of Completion was fully executed, work on Independence Road had been completed. Work on Cody Road had not been completed. Lieutenant Colonel Pitchford was aware of that fact. The Certificate of Completion contained attachments that included pressure gauge information, bacterial test results, and red line "as built" drawings. The pressure gauge information said that the tests were conducted on Independence Road. The red line "as built" drawings submitted were drawings of Independence Road. The bacterial analysis does not reveal on what road samples were taken. A careful reading of the Certificate of Completion, as submitted, reveals that it addresses only the completion of Independence Road. The Certificate of Completion is divided into four parts. Part I is entitled "Project Name and Construction Permit Number, Permittee, Etc." It identifies the project and the permit number, among other items of information. Ms. Bishop, the Compliance Program Manager, at Base Civil Engineering at Hurlburt Field, completed Part I of the form. As representative of the U. S. Air Force, Ms. Bishop is the only liaison to DEP. There is no controversy with regard to the manner in which Part I was completed. Upon completion of Part I, Ms. Bishop, in accordance with established procedure, sent the Certificate of Completion to the Corps. Mr. Walker executed Part IV and returned it to Ms. Bishop. Thereafter, Parts II and III were executed by Lieutenant Colonel Pitchford, as described below. Part II of the Certificate of Completion is entitled "Statement by Permittee." The person who signed Part II, Lieutenant Colonel Pitchford, certified as authorized representative of Hurlburt Field, that the contractor had furnished Hurlburt Field with record drawings for the substantially completed portion of the project and that record drawings were available in his office. Lieutenant Colonel Pitchford also certified that, "if this project involves the construction of any new or altered treatment facilities, an operation and maintenance manual for the new and altered treatment facilities included in the substantially completed portion of this project is available for review at the site of the new and altered treatment facilities." Lieutenant Colonel Pitchford signed Part II on August 16, 2002. Part III is entitled "Statement by Owner/Operator of Project After It Is Placed into Service." This was signed by Lieutenant Colonel Pitchford. In this part he certified that as representative of Hurlburt Air Force Base, he will be the owner/operator after it is placed in service. He also certified that he received a copy of the record drawings and that they were available for his review at his command. Part III of the Certificate of Completion also stated that the project, 0184807-001-DS/C, was substantially complete. This block was signed by Lieutenant Colonel Pitchford on August 16, 2002. As noted earlier, when Mr. Walker executed Part IV, Parts II and III were not completed. Part IV of the Certificate of Completion is entitled, "Certification of Construction Completion by Professional Engineer in Responsible Charge of Inspecting Construction of Project." Part IV was executed by Mr. Walker on August 15, 2002. By his signature he certified that as a professional engineer in Florida he was responsible for inspecting the construction of the road widening project in order to determine if the work "is proceeding in compliance with the construction permit and approved plans and specifications." In Part IV of the Certificate of Completion he also certified that, ". . . the substantially completed portion of this project has been constructed in accordance with the construction permit. . . ." Moreover, he certified, among other things, that the record drawings for the substantially completed portion of the project are accurate, and, that to the best of his knowledge all water mains have been disinfected and bacteriologically tested in accordance with certain DEP rules. He certified that the certification was based upon an on-site observation. Importantly, Part IV, signed by Mr. Walker, also asserted that, "This certification does not necessarily constitute a certification of final completion of construction. Additional construction may be needed to satisfy all conditions of the construction contract documents." Part IV has an inked stamp impression upon it, which was also signed by Mr. Walker, which averred that the project was designed by the Mobile District of the U. S. Army Corps of Engineers and that the initials or signatures on the document were made within the scope of his employment. The fully executed Certificate of Completion was submitted to DEP by Ms. Bishop. Mr. Walker was not involved in submitting it. DEP received the Certificate of Completion and erroneously concluded that both the Cody Road Project, as well as the Independence Road project, had been completed. Accordingly, they closed out the project. Subsequently, a former employee in Mr. Walker's Office sent letters to government agencies asserting that due to Mr. Walker's negligence, impure water had been provided to personnel at Hurlburt Air Force Base. This was investigated. The investigation determined that impure water had not been provided to those using the potable water system on the base. Because of the erroneous assumptions made by DEP based on the Certificate of Completion, the permitting process was reviewed by DEP, the Corps, and the U. S. Air Force. It was determined that Hurlburt's permit certification process needed review because the erroneous conclusions drawn by DEP were the result of systemic problems with the procedures used. Following this review, Hurlburt Air Force Base developed a new Standing Operating Procedure, so that this type of error and miscommunication might be avoided in the future. This was sent to DEP on December 8, 2003. DEP revised their Certificate of Completion form effective August 28, 2003. The revision was not done solely because of the incident with the form used in the Hurlburt Field construction. When Mr. Walker signed Part IV of the Certificate of Completion, the only other part of the form that was completed was Part I. The information certified by Mr. Walker was entirely correct and truthful. Moreover, the language in Part IV specifically noted that, "This certification does not necessarily constitute a certification of final completion of construction." Dr. Chen H. Lin is a professional engineer with an ecology and environmental consulting firm. He is a graduate of a university in Taiwan with a Bachelor in Civil Engineering degree, has a Master in Civil Engineering degree from Auburn University, and a Ph.D. in Environmental Engineering from the University of Florida. He is licensed as a professional engineer in Florida, Alabama, South Carolina, and Michigan. He was accepted as an expert in civil engineering and in the permitting process with DEP in reference to water, waste-water, and waste-water treatment. It is Dr. Lin's opinion that Mr. Walker did not exercise due care and was negligent as a professional engineer because he filled out and signed Part IV of the Certificate of Completion at a time when Parts II and III were blank. Dr. Lin is a credible expert witness and his testimony is given great weight as to generally accepted standards applicable to professional engineers. However, his experience with specific military procedures is limited. Therefore, his opinion that Mr. Walker was negligent is rejected because of the factual context and procedures that existed at the time within the Corps and Base Civil Engineering at Hurlburt Field. James J. Mallett is a registered professional engineer in Florida and has been since 1963. He is also licensed in Alabama, Georgia, Tennessee, and Louisiana. He graduated from Auburn University in 1955 and received a Master of Civil Engineering degree from the University of Illinois. He also has a Master of Business Administration degree from the University of Alabama at Birmingham. Mr. Mallett has worked in the area of water system projects in many states and with the military and the U. S. Army Corps of Engineers since the late 1970s. He has worked on water projects at Hurlburt Field and is familiar with the processes used there. It is his opinion that it is standing operating procedure at Hurlburt to complete the Certificate of Completion in the manner in which the form at issue was completed. It is his opinion that Section IV does not imply that the project is completed and that if DEP had read the form closely they would have known that the Certificate of Completion addressed only Independence Road. Mr. Mallett believes the form is confusing. He does not believe that it was negligent for Mr. Walker to sign Part IV prior to the completion of Parts II and III. Mr. Mallett's testimony is more credible than the testimony of Mr. Lin as to the presence or absence of negligence, because Mr. Mallett is more familiar with the specific procedures used at Hurlburt Field and military construction projects in general. It is his opinion that Mr. Walker's actions, in the context of the procedures employed at Hurlburt Field, were entirely correct and were not negligent. This opinion is accepted as fact. Ms. Bishop's testimony provided the actual cause of the error, which was a result of the lack of communication among the Corps and the Base Civil Engineering Section and herself.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Board of Professional Engineers enter a final order dismissing the Administrative Complaint against Mr. Walker. DONE AND ENTERED this 22nd day of September, 2005, in Tallahassee, Leon County, Florida. S HARRY L. HOOPER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 22nd day of September, 2005. COPIES FURNISHED: Douglas D. Sunshine, Esquire Florida Engineers Management Corporation 2507 Callaway Road, Suite 200 Tallahassee, Florida 32303-5267 Pamela A. Moine, Esquire Assistant United States Attorney Northern District of Florida 21 East Garden Street, Suite 400 Pensacola, Florida 32502 Paul J. Martin, Executive Director Florida Board of Professional Engineers 2507 Callaway Road, Suite 200 Tallahassee, Florida 32303-5256 Leon Biegalski, General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-2202
Findings Of Fact Description of Proposed Fill Project DER proposes to deny three alternative proposals to fill all or part of Petitioners' real property located in Key West, Florida. The property is rectangular, approximately three acres in size, with 300 feet bordering Roosevelt Boulevard (High-Way A1A) to the south and approximately 300 feet bordering Key West International Airport to the north. The easterly property line is 489.4 feet and the westerly line is 434.63 feet. The Straits of Florida (Atlantic Ocean) are immediately on the other side of Roosevelt Boulevard to the south. The property has a strip of approximately 90 feet of upland and transitional wetland adjacent to Roosevelt Boulevard, with the rest of the property being covered by a salt pond of approximately 40 acres in size (Jnt. Ex. 1). Petitioners initially submitted a permit application in July, 1983, to fill the entire property for construction of multifamily housing units. On May 4, 1984, after discussion with a DER permitting official, Petitioners submitted a second application containing two alternative, less extensive development proposals. The first alternative involves the placement of fill over a 300' x 230' area (approximately 9722 cubic yards) extending 230 feet from the property along Roosevelt Boulevard out into the water. This alternative would entail construction of 24 family housing units, consisting of six basic structures, each four-stories high. The second alternative involves subdividing the property into six separate lots connected by a central fill road with cul-de- sac. Each lot, approximately .4 acres in size, would contain a single family house on pilings and an associated fill pad for parking. The fill pads would be connected to a approximately 300' x 30' entrance road constructed on fill material. Presumably, this second alternative would contain the same amount of total fill as required in the first. As it presently exists, the salt pond (a part of which applicant would fill) serves several significant and beneficial environmental functions. In regard to water quality, the pond stores, filters, and purifies large quantities of storm water which drain from the airport and South Roosevelt Boulevard. The filling of any portion of this pond would diminish this capacity. (Jnt. Ex. 1) Because of their relatively isolated nature, the organic detrital material that is produced from the leaf litter of fringing mangroves is broken down into a very fine and readily usable form by bacteria. As a result, when there is an occasional exchange between the salt pond and tidal waters, the exported organics are in a very desirable form for higher trophic levels in the food web such as small fish, crustaceans, filter feeders, and various larval forms of marine life. (Jnt. Ex. 1) The salt pond proper provides valuable habitat for fish and wildlife, most notable of which are avifauna. The pond has apparently become established as a healthy, self-sustaining ecosystem providing permanent and temporary food, shelter and refuge for many faunal species which play significant and necessary ecological roles both in the salt ponds and other tidal and brackish water systems. (Jnt. Ex. 1) Through the placement of fill and the displacement of present salt pond habitat, water quality and the biological resources in the immediate and surrounding areas would be expected to undergo degradation. (Jnt. Ex. 1) Through the encroachment of development in this area, which presently lacks residential development, biological integrity standards would be expected to fall below acceptable levels. The proposed fill areas would reduce wind- driven circulation in the pond so as to stress levels of oxygen, salinity, temperature and turbidity. Runoff from the proposed fill would introduce nutrients and elevate turbidity during storm events. Finally, elevated turbidity levels could be expected during the actual filling process and the various species of fish and wildlife now located over the project site would be temporarily disturbed by construction activities and permanently displaced in the long term through the loss of habitat. (Jnt. Ex. 1) There is a 40' zoning setback and another 50' easement owned by the City of Key West, which together form a 90' strip on the property adjacent to Roosevelt Boulevard. This 90-foot strip is largely upland and some transitional wetland. There is no zoning impediment to any of the development alternatives proposed by Petitioners. The property is currently zoned R2H (multifamily residential) by the City of Key West. II. DER's Action on the Application After DER received and reviewed Petitioners initial application on July 22, 1983, a completeness summary was sent on August 17, 1983, requesting additional information. DER received the additional information on March 23, 1984, after which it notified Petitioners that additional information was needed. Petitioners met with DER officials on April 20, 1984, and submitted additional information on May 4, 1984, including the two alternative proposals. DER issued the "Intent to Deny" all three of the proposed projects on July 19, 1984 (Jnt. Ex. 1). On May 16, 1984, a DER Environmental Specialist visited the site of the proposed projects and conducted a biological and water quality assessment. This assessment was later submitted, in report form, as the Permit Application Appraisal, dated June 7, 1984. This appraisal, uncontested by Petitioners, indicates that each of the three fill proposals would take place in waters of the state and result in water quality violations under Rules 17-3.051(1), 17- 3.061(2)(c), (j) and (r); 17-3.121(7), (13) and (28); Chapter 17-4, Florida Administrative Code; and Chapter 403, Florida Statutes. Water quality problems associated with the project were identified as diminished storm water treatment, reduced beneficial deterital material, stress on oxygen levels, salinity, temperature, and turbidity, and an introduction of nutrients. (Jnt. Ex. 1) Although a DER dredge and fill permitting official testified that any filling of the salt pond would be detrimental to the birds and animals which feed there on a daily basis, and that, in his view, a "substantial amount" of filling would not be allowed by DER, there are development projects (other than the three presented by Petitioners) which, in his view, may qualify for a permit under DER rules. DER has, in the past, issued permits authorizing the construction of above-ground residences over wetland properties. Under DER's permitting standards, one or more single-family residences could be built on the property if the structures were built on stilts, did not violate water quality standards, had acceptable drainage, and did not result in adverse storm water discharges. In evaluating such an application, any mitigation an applicant could provide, such as enhancing flushing in the salt ponds by the installation of a culvert to open water, would be balanced against any adverse impacts expected from the filling activity. The three alternative filling proposals submitted by Petitioners (including drawings and designs) do not, however as yet, fall within or satisfy these general perimeters of permitting acceptability.
Recommendation Based on the foregoing, it is RECOMMENDED: That Petitioners' application to fill (containing three alternative proposals) be denied for failure to prove compliance with applicable permitting standards contained in Chapter 403, Florida Statutes, and Chapters 17-3 and 17- 4, Florida Administrative Code. DONE and ORDERED this 26th day of July, 1985, in Tallahassee, Florida. R. L. CALEEN, JR. 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 26th day of July, 1985.
The Issue Whether Southern Hy Power Corporation (Hy Power) has provided reasonable assurance, based on plans, test results, or other information, that its proposed hydroelectric facility will comply with the Management and Storage of Surface Water (MSSW) statutes and rules of Southwest Florida Water Management District (SWFWMD) and the Wetland Resource Management permit (WRM)/water quality certification statutes and rules of the Florida Department of Environmental Protection (DEP).
Findings Of Fact By Joint Prehearing Stipulation the parties agreed to the following description of the parties and the project: PARTIES: The Department of Environmental Protection (the Department) is a government agency in the State of Florida existing by virtue of Section 20.255, Florida Statutes, and operating pursuant to Chapters 253, 373, 376, and 403, Florida Statutes, and Title 62, Florida Administrative Code. Under an interagency agreement with SWFWMD, the Department also implements Title 40D, Florida Administrative Code. The Department is located in Tallahassee, Florida, and it has a district office in Tampa, Florida, which district includes Levy County. Southern Hy Power Corporation is a Florida Corporation whose principal offices are located at 7008 Southwest 30th Way in Gainesville, Florida. Betty Berger is an interested party with a mailing address of Post Office Box 83, Inglis, Florida. The Campbells are an interested party with a mailing address of 245 Palm Street, Inglis, Florida. Hy Power applied on August 31, 1993, to the Department for a WRM permit/water quality certification to construct a hydroelectric facility on the Inglis By-Pass Channel. The project is located in Section 12, Township 17 South, Range 16 East, within the town of Inglis in Levy County. The facility consists of a powerhouse located on the south side of the channel measuring about 28 feet wide by 115 feet long, drawing water from the Inglis By-Pass Channel, passing it through a single-pit type turbine and discharging downstream of the Inglis By-Pass Spillway Dam. Hy Power applied on August 4, 1998, to the Department for a MSSW permit for the same proposed hydroelectric facility on the Inglis By-Pass Channel. DESCRIPTION OF PROPOSED PROJECT The project involves the construction of an intake structure, powerhouse, and tailrace on a 0.61-acre area located on the south side of the existing Inglis By-Pass Spillway. The facility will take advantage of the existing hydrostatic head that exists on either side of the Spillway Dam, to generate electricity. The powerhouse will be constructed below grade and will contain a single megawatt turbine and generating unit. The intake structure will divert flows from the upstream side of the Spillway Dam through the powerhouse and back into the By-Pass Channel. A small one-story control building and low profile substation will be constructed above grade within the boundaries of the project area. The hydroelectric project is considered to be a "Run of the River" type of facility because it can only use that water which flows down the existing channel. The geometry of the channel restricts flow to a certain amount, therefore the project cannot create or use flows above those that the By-Pass Channel can provide. The overall authority for control of water levels in Lake Rousseau and flow to the lower Withlacoochee River will remain with the DEP. Lake Rousseau was created in 1909 when the Inglis Dam was constructed across the Withlachoochee River for the purposes of hydroelectric generation. The dam impounds over 11 miles of the Withlachoochee River and forms a lake approximately 3,000 to 4,000 acres in size. Prior to construction of the Barge Canal, water released from the Inglis Dam would flow down the lower portion of the Withlachoochee River about 10 miles before entering into the Gulf of Mexico. In the mid to late 1960's the Army Corps of Engineers (ACOE) built a portion of the Cross Florida Barge Canal between the Gulf of Mexico and Lake Rousseau. The canal severed the Withlachoochee River downstream of the Inglis Dam causing its flow to be diverted into the Barge Canal and then into the Gulf. In order to maintain the flow of freshwater from Lake Rousseau to the lower segment of the River, the 8,900-foot long Inglis By- Pass Channel and Spillway were constructed. The resulting downstream flow ensures navigation in the lower portion of the River and sustains its freshwater and estuarine environment. The water level in Lake Rousseau is generally maintained at an elevation of 27.5 feet above mean sea level (msl) by a combination of the Inglis Dam, the Inglis Lock, which is located in the Barge Canal, and the By-Pass Channel Spillway. These water control features are known collectively as the Inglis Project Works. The water levels in the lower Withlachoochee River immediately to the west of the By-Pass spillway are close to sea level. The resulting head provides the potential energy needed to drive the proposed generator turbine. Under normal conditions the majority of water released from Lake Rousseau flows over the Spillway Dam into the lower segment of the River. According to the DEP Office of Greenways and Trails (OGT), the maximum capacity of the existing By-Pass Channel Spillway is 1,540 cubic feet per second. The hydroelectric project will divert whatever flow is allowed around the existing spillway through the turbine and back into the channel. When the Cross Florida Barge Canal project was cancelled in the 1990's, the ACOE transferred ownership of the property to the State of Florida Board of Trustees, who in turn has leased the property to the DEP for use as the Cross Florida Greenbelt State Recreation and Conservation Area. Management of this property, the control of river flow and lake levels, and operation of the Inglis Project Works are exercised by the DEP's OGT. The OGT utilizes a document entitled "Water Control Plan for Inglis Project Works," dated September 1994, as a guide to operating the structures. The Water Control Plan is incorporated as part of the MSSW intent to issue. On or about April 25, 1995, the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund ("Trustees"), approved a request from Hy Power to sublease 0.61 acres of Greenway property at the project site for the purpose of providing electric power. The request was challenged by Berger and the Campbells, and resulted in an administrative hearing held on November 3, 1995. As a result of the hearing, Administrative Law Judge Larry Sartin entered a Recommended Order on July 12, 1996, that the Board enter an order approving execution by the DEP of the proposed sublease and dismissing the petition of Berger and the Campbells. The Recommended Order was approved by the Trustees in its entirety in a Final Order dated April 12, 1996 ("Final Order"). Berger v. Southern Hy Power Corporation et al., Case No. 95-3589. A copy of the Final Order is listed as an exhibit to this Stipulation, and the Findings of Fact and Conclusions of Law contained therein are adopted herein. As previously ruled by the undersigned, the previous Final Order is res judicata as to Petitioners in this case, who are collaterally estopped from challenging any of the findings of fact or conclusions of law contained in the previous Final Order. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Final Order with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the Findings of Fact or Conclusions of Law in the Final Order. On February 21, 1995, Hy Power filed application with the Federal Energy Regulatory Commission (FERC) for a conduit exemption from the licensing requirements of Part I of the Federal Powers Act (FPA) for the proposed project. Petitioners and various other persons filed protests with FERC in opposition to the project. On April 21, 1997, FERC issued an Order Granting Conduit Exemption, a copy of which is listed as an exhibit to this Stipulation. Petitioners in this case are collaterally estopped from challenging any of the findings or conclusions contained in that Order Granting Conduit Exemption. Petitioners reserve the right to litigate issues of fact and law not addressed in the Findings of Fact or Conclusions of Law contained in that Order Granting Conduit Exemption with regard to the permittability of this project under the WRM and MSSW permitting proposals, and to raise objections as to relevance to this proceedings of any of the findings or conclusions in the Order Granting Conduit Exemption. FACTS ADDUCED AT HEARING OUTLINE OF PROJECT The proposed project calls for the construction of a water retention structure along the existing By-Pass spillway, the excavation of a large hole in which the powerhouse and turbine would be constructed "in-the-dry" south of the existing dam, and a millrace below the proposed project to return the water back into the existing water course. Conflicting testimony was received regarding the facts surrounding the construction of the project. These included: whether the proposed project will touch the existing wing walls of the existing dam; whether the water retention structure is a coffer dam; whether the proposed water retention structure will safely retain the water; whether the powerhouse and turbine have sufficient negative buoyancy to stay in the ground; whether the proposed excavation will weaken the existing dam; and whether the de-watering of the excavation site will adversely impact ground and surface water. PROJECT DESIGN AND ENGINEERING Engineering for the project was directed by witness Richard A. Volkin, a professional engineer and president and CEO of Engineering Company, Inc., based in Canton, Massachusetts. Mr. Volkin has extensive national and international experience in the design, management, and operation of hydroelectric facilities. Other engineers in Mr. Volkin’s firm worked on the project under Mr. Volkin’s direct supervision, including John May, who became registered as a professional engineer in Florida in order to sign and seal the engineering drawings for the project, which he initially did around 1994. Mr. May became ill and retired in 1998. Because of the length of time the application process has taken and the fact that Mr. May retired, there was a time while the application was pending, when Hy Power's design team was without a registered Florida engineer. When this was brought to the attention of Hy Power, Hy Power substituted Steven Crockett for Mr. May as the Florida-registered professional engineer of record for the project. DEP routinely accepts an applicant’s changing its engineer of record during the course of permit application or construction. Mr. Crockett is a civil and structural engineer who has considerable experience in preparing dam structural designs. Mr. Crockett independently reviewed and evaluated the engineering drawings for the project. Mr. Crockett resealed the drawings by using his drawn seal and signing the plans because his embossed seal was not readily available and time was of the essence. Mr. Crockett has advised DEP that he is now engineer of record for the project, using the appropriate DEP forms. Mr. Volkin’s firm performed all of the studies required by the various agencies, including a geotechnical study of the area, a 50-year analysis of water flow in and out of the Lake Rousseau regime, and water quality evaluations of water in the By-Pass Channel. The ACOE performed deep hole borings of the soils (approximately 36-40 feet below sea level) in the area of the project site to determine soil stabilization conditions at the site when they were constructing the Inglis Project Works. The soil conditions found can reasonably be expected to be similar today. Mr. Volkin’s company also took its own eight-foot deep surface core samples. The purpose of those samples was to verify the ACOE data. The new core samples verified the original core samples. Mr. Volkin also reviewed the ACOE’s engineering drawings developed from construction of the Spillway Dam. These show that the dam is founded on limestone bedding that has been stabilized with concrete. The hydroelectric facility will be constructed adjacent to and south of the dam structure and adjacent to and north of the barge canal. The same type of limestone bedrock is found in the area of the proposed construction. The facility design includes an intake channel on the upstream channel and a tailrace downstream. Those are the only structures that will be constructed next to the By-Pass Channel. The construction of the facility itself will be "in the dry." Hy Power will use coffer dams to seal off the construction site from the By-Pass Channel, so that there will not be water leakage from the Channel into the construction site. Water from the By-Pass Channel will enter the power plant when the coffer dams are lifted and the water is allowed to flow into the facility. The Petitioners presented the testimony of Bill Edwards, an individual with considerable experience in the construction of bridges, cofferdams, and similar concrete structures in aquatic and semi-aquatic conditions. Mr. Edwards is a former hard-hat diver who worked all over the world and worked in Florida for many years prior to his retirement. Based upon his experience and expertise in construction related to projects of this type, his testimony is credible and worthy of consideration. Mr. Edwards pointed out that if the proposed water retention structure did not touch the wing wall of the existing dam, it could not keep the water out and would not have the strength that it needed to retain the water. Hy Power’s witnesses explained that the retention structure would be set close enough to the existing wing wall that waterproofing materials could be placed between the two structures to keep the water out. Further, that the existing plans did not show interior bracing which would be included for structural strength and integrity. In sum, the retention structure will be in contact with existing dam’s wing wall, but will be free standing and not dependent upon the strength of the wing wall for its strength. Mr. Edwards pointed out that a cofferdam by definition has walls on all sides of the structure. The structure proposed by Hy Power did not have walls all the way around the proposed excavation. In rebuttal, Hy Power presented evidence that its plans were conceptual, design drawing and not construction plans. Hy Power represented that in actuality it would put as many walls as were necessary to keep the water out of the hole it intended to excavate. Trash racks will be constructed at the intake structures to protect aquatic life and make sure that trash and vegetation do not enter the intake structure or go down river. The trash rack bars will be two inches on center, which the U.S. Fish and Wildlife Service has determined as the appropriate size for the protection of fish. The turbine blades are "double regulated," and operate generally between 60 and 90 revolutions per minute. The design enables the turbine to operate at a constant speed to generate a consistent flow of electricity, notwithstanding the fact that the flow of the water may vary. The blade speed is not very fast, and the 2.5-meter blades provide a two to three-foot opening. This design acts to prevent fish mortality. There are four ways to shut off the flow of water through the proposed structure: close the pitch of the blades, close the wicket gates, allow the counter balance to the wicket gates to kick in and automatically close the gates, and close off the main gates. This is a fail safe system ("four level redundancy") designed to work upon any failure. Once water goes through the generator, its velocity is reduced to no greater than its intake rate which is a maximum of three feet per second. This prevents the water being discharged from the tailrace from causing erosion. If the head of water in the dam produces a flow exceeding three feet per second, it can be diverted over the other dams which will be functional. The power plant will be encased in concrete, except for a small access way that enables a person to go down a set of stairs to the plant. It will be a sealed, waterproof structure, as required by FERC and the ACOE. This will prevent penetration of groundwater, or flood waters in the event a massive flood overtops the plant. The only water entering the powerhouse will be through the turbine tunnel for power generation purposes. Mr. Edwards pointed out that the powerhouse was a closed structure and as such would have positive buoyancy, that is, it would float. Mr. Edwards pointed out that the proposed site is between the barge canal and By-Pass spillway and there is a great deal of groundwater and potentiometric pressure in the existing water table. In sum, there is a unlimited supply of groundwater at the site, and powerhouse could float out of the ground just like an empty swimming pool. Hy Power presented rebuttal evidence that the weight of the building, the turbine, and the water flowing through the turbine would be close to negative buoyancy, and they would add additional weight to the structure as necessary to keep it in place. The project is designed to generate three megawatts of electric power which is enough electricity to serve between 300 and 3000 homes, depending on usage. The project is designed to be unmanned. This is common for facilities such as this. The plant can be operated by remote control, unlike the existing controls at the By-Pass Dam, which are operated manually. DEP can access, monitor, and control remotely the generator's operation to include shutting the facility down at any time. There will be remote sensors to monitor water elevations. Flood protection will improve because of the ability of DEP to manage water flow from a remote location. If there is any major disruption, the plant will shut itself down. The project is classified as "green power." In other words, it generates natural energy without any disruption to the environment. The project will have minimal to no impact on the environment. There will be no significant changes in water quality compared to existing conditions as a result of either construction or operation of the facility. WRM Permit Criteria Hy Power has provided reasonable assurances that the proposed project will not cause a violation of state water quality standards of Section 403.918(a), Florida Statutes (1991). The parties stipulated that turbidity and dissolved oxygen were the two surface water quality issues of concern in this proceeding. The receiving water body is the Inglis By-Pass Channel. The Inglis By-Pass Channel is a Class III surface water. The project is not located in a OFW. While the lower Withlacoochee River is an OFW, the OFW designation runs up the natural river itself, and does not include the Spillway Dam, tailrace, or the remainder of the By-Pass Channel. There would be no degradation of water quality at the point of contact with the Withlacoochee River OFW. The DEP and FERC looked specifically at potential for turbidity and dissolved oxygen in determining whether the project would violate state water quality standards. The standards for turbidity and dissolved oxygen will not be violated. Because the By-Pass Dam is an under flow structure, a minimum of oxygenation currently occurs as water flows through the existing dam. The proposed project runs the water underground through the generator; however, Hy Power will measure the dissolved oxygen below the dam in the Lower Withlacoochee River. In the event there is any lowering of dissolved oxygen, Hy Power can install a "sparge ring" to reoxygenate the water going through the turbine so that dissolved oxygen remains at current levels. No turbidity will be added to the receiving water as a result of the project, because water velocity is low and the structure is encased in concrete and rip-rap. The only other potential for turbidity would occur when the coffer dams are removed after construction is complete. The coffer dams can be removed with the generator closed to permit any turbidity to settle. The amount of siltation that might occur when the generator is opened would be insignificant. Where a project is not in a OFW, an applicant must provide reasonable assurance that the project will not be contrary to public interest. See Section 403.918(2), Florida Statutes (1991). Hy Power has provided such assurances. The project will not directly affect public health, safety or welfare, or the property of others. See Section 403.918 (2)(a)1., Florida Statutes. There are concerns relating to the structural integrity of the proposed facility and adjacent structures which are discussed extensively below. The project will have no adverse impact upon the conservation of fish and wildlife, including threatened and endangered species and their habitat. See Section 403.918 (2)(a)2., Florida Statutes. While manatees are not likely to be found at the project site, the installation of the trash racks will eliminate any potential adverse impact on manatees. In fact, the racks will be an improvement over the current unprotected Spillway Dam. DEP procedures require a specific manatee control plan be implemented to deal with site specific concerns. The project will not adversely affect navigation or the flow of the water or cause harmful erosion or shoaling. See Section 403.918(2)(a)3., Florida Statutes. The project will not adversely affect fishing or recreation values or marine productivity in the vicinity of the project. See Section 403.918(2)(a)4., Florida Statutes. The permanent project and its construction will cause no significant environmental impacts. See Section 403.918(2)(a)5., Florida Statutes. There will be no adverse impacts to significant historical and archeological resources. Section 403.918(2)(a)6., Florida Statutes. With regard to the impact on current conditions and relative value of functions being performed by the areas affected by the proposed activity, there will be no negative impacts. See Section 403.918(2)(a)7., Florida Statutes. Improvement will result from better control of water flow at the project site, installation of trash racks and implementation of green power. THE FORESEEABLE ADVERSE SECONDARY OR CUMULATIVE IMPACTS Potential adverse secondary impacts related to power transmission are addressed through the fact that there is an existing power line corridor that can be used to transmit the electricity. Any need to change the corridor could be addressed by subsequent DEP permitting. Cumulative impacts are not at issue. Mr. Gammon, with Florida Power, acknowledged that the current electric company, presumably Florida Power, would be required by FERC to transport the electricity generated by Hy Power over its existing corridor and poles. No final decision has been made regarding how to access the site with equipment during construction. Several feasible construction options exist, and there are several ways of accessing the site with heavy equipment vehicles and without impacting wetlands. Any final decision would be subject to DEP approval. Since the project meets the public interest criteria of Section 403.918(2)(a), Florida Statutes, and wetland impacts are minimal, the project is permittable without the need for mitigation. See Section 403.918(2)(b), Florida Statutes. The ACOE has issued a permit for the facility. The permit varies slightly from the DEP intent to issue in the use of reinforced concrete rather than rip-rap on the bottom half of the intake channel. This is to comply with ACOE preference, but the variation has only an environmental benefit. Counsel for Petitioners sought to elicit testimony from Linda Sloan, Executive Director of the Withlacoochee Regional Planning Council, with regard to compliance of the proposed project with the Town of Inglis Comprehensive Plan and Land Development Code. Such compliance is not relevant to this proceeding. At any rate, Ms. Sloan conceded that any prohibition that might apply in the Land Development Code to construction of the proposed facility could potentially be alleviated by exemption or variance provisions in the Code. MSSW PERMIT CRITERIA The project will provide adequate flood protection and drainage in the conventional sense. See Rule 40D-4.301(1)(a), Florida Administrative Code. Because the amount of impervious area is minimal, runoff from the project will not in any way contribute to increased flooding or adversely impact drainage patterns. The total amount of impervious area of the facility is less than that of a single-family residence. SWFWMD rules do not even require MSSW permits for single-family residences because the impact is not significant. The only purpose for requiring a MSSW permit for the project is to review the project’s potential downstream impacts to the watershed, not stormwater runoff from the facility itself. The project will not cause adverse water quality or water quantity impacts on adjacent lands in violation of Chapter 373, Florida Statutes, or cause a discharge that violates state water quality standards. See Rule 40 D-4.301(1)(b), Florida Administrative Code. As indicated by the WRM water quality findings above, the project will not generally violate state surface water quality standards. See Rule 40 D-4.301(1)( c), Florida Administrative Code. The project will not generally cause adverse impact on surface or groundwater levels or flows. See Rule 40 D- 4.301(1)(d), Florida Administrative Code. Since the project is a run-of-the-river, it will not diminish the capability of a lake or other impoundment to fluctuate through the full range established for it under Chapter 40D-8, Florida Administrative Code. The project will not cause adverse environmental impacts, or adverse impacts to wetlands, fish, and wildlife or other natural resources. The project can be effectively operated and maintained. See Rule 40D-4.301(1)(g), Florida Administrative Code. The project is a slow speed, low maintenance facility. The design concept is well established and has been successfully used for many years. Possible adverse affects to public safety are discussed below. The project is consistent with the requirements of other public agencies. See Rule 40D-4.301(1)(i), Florida Administrative Code. Potential harm to water resources within the SWFWMD are discussed below. See Rule 40D-4.301(1)(j), Florida Administrative Code. The proposed project generally will not interfere with the legal rights of others. See Rule 40D-4.301(1)(k), Florida Administrative Code. The proposed project is not against public policy. See Rule 40D-4.301(1)(l), Florida Administrative Code. The project complies with the requirements contained in the Basis of Review. See Rule 40D-4.301(2), Florida Administrative Code. There is a dispute as to whether the project was within or at the edge of the 100-year flood plain. This dispute is related to how one interprets the rule as it relates to the millrace and the location of the facility which is under ground. In the conventional sense, the project is not in the flood plain. Further, the project is designed in such a way, that it is waterproof if it were topped with water. While in the past SWFWMD may have had concerns that the project might cause downstream flooding, SWFWMD currently has no such concerns, given the run-of-the-river status of the proposed project. The operation of the project will not cause downstream flooding. The DEP included in its intent to issue, conditions contained in the sublease between Hy Power and the DEP in order to ensure that the facility would remain run-of-the-river, would comply with the water control plan, and would otherwise comply with the terms of the sublease. The DEP has final control over water flow and can revoke the permit or otherwise take enforcement action against Hy Power if Hy Power fails to comply with the water control plan. GROUNDWATER IMPACTS Operation of the project will not cause groundwater contamination or otherwise have adverse groundwater impacts. Some concerns about groundwater during excavation of the construction site were raised. The conflicting evidence received regarding them is discussed below. An area of concern was the de-watering plan for the project. Everyone agrees there will be some water seepage into the construction site that will have to be pumped out. The parties disagree regarding the amount of water that will have to be removed. Their estimates of amount of water to be removed vary because their estimates of size and over-all depth of the site vary. Petitioners presented credible evidence that a potential exists for the construction site to have a large quantity of water because of its location between two sources of surface water (the By-Pass Channel and Barge Canal), because of the makeup of the subsurface, and because of the depth of the construction. Hy Power credibly represents that if excessive groundwater is found, it can address the adverse impacts through its de-watering plan that would have to be filed with FERC and DEP. The technology exists to address the de-watering of the project. Such plans are routinely considered by DEP after a construction permit is issued and before de-watering occurs. There is very little evidence of sinkhole activity in the project area, and the construction activities are not expected to cause any sinkhole activity. NOISE POLLUTION Mr. Bitter expressed concerns that FERC would require the facility to install a very loud siren that would result in sudden noise adverse to the well-being of neighbors. Mr. Bitter is unfamiliar with FERC siren requirements at run-of the-river hydroelectric facilities. In contrast, Mr. Volkin, who has substantial experience in this area, testified that the only alarm device that would be required would be for the protection of the workers during construction. The purpose of the alarm is to warn persons below a dam spillway of a change in the volume of water being let out of the impoundment. In the case of a run-of-the-river facility, the volume is near constant, changing only gradually. Therefore, even if a warning siren had to be installed its use would be limited to significant changes in flow or testing. This would not constitute a nuisance. Further, the facility is located in the vicinity of the Crystal River Nuclear Power Plant which has its own warning sirens. It would be prudent to make any warning devices required for this structure significantly different from those at the nuclear plant and to limit their use. DAM SAFETY AND FERC REVIEW In reviewing whether Hy Power’s applications complied with the relevant permitting criteria, the DEP took into consideration the review of the facility already performed by FERC. FERC will also be responsible for reviewing the project as it is being constructed. Mr. Edwards also raised concerns about the structural stability of the By-Pass Dam itself. This has been a subject of concern by those responsible for the dam, and a survey of the structure was conducted in 1993, referred to as the Greiner Report. The Greiner Report identified specific maintenance problems that have been and are being addressed by the DEP. However, DEP’s maintenance plan does not address specifically the possibility that the weight of the dam over time has caused some shifting in the dam. Hy Power has only a few core borings and only one at the location of the generator. Hy Power is using the ACOE’s original borings, as confirmed by several new ones, to develop its preliminary plans. The DEP considered FERC and the ACOE as responsible agencies for determining the structural integrity of the dam. DEP has taken FERC’s review of this facility into consideration as part of DEP’s own permitting review. It is normal for DEP to rely on outside sources and agencies for assistance in determining compliance with DEP permitting criteria such as public health and safety, and it is reasonable for DEP to do so in this instance. Most states do not have the full capability to evaluate dam safety, and so they rely on FERC and ACOE. On April 21, 1997, the project received a conduit exemption from FERC. The application process is illustrated in Hy Power Exhibit 11. Hy Power submitted to DEP detailed information about the dam, the associated structures and the proposed project which had been reviewed by FERC and the ACOE, the two agencies in the United States who are responsible for dam structure design, control, and administration. Included in the package was the Greiner Report and Hy Power’s review of it. FERC evaluated the project, the Inglis By-Pass Dam structure, and the proximity of the project to the Dam in relation to structural impact, upstream and downstream impacts, water quality, and environmental issues. Mr. Edwards raised concerns regarding the ability of the limestone bedrock to sustain additional construction in the area of proposed construction. This is a material issue in the controversy which impacts several aspects of the proposed construction. Mr. Edwards pointed out that the barge canal channel was constructed with the use of explosives that caused a fracturing of limestone bedrock. He pointed out that the steel panels, which Hy Power proposes to drive into the bedrock to construct the water retention structure necessary to excavate the hole into which the turbine and powerhouse would be placed, will further fracture this bedrock. This creates two potential dangers. It could permit water to move under and around the bottoms of the panels, potentially scouring the loosened material from the base of the panels and making them unstable and subject to failure. It could weaken the entire southern wing of the existing spillway dam. Mr. Edwards opined that this could result in catastrophic failure of the dam or the coffer dam. Such a failure would cause major destruction and loss of life to those persons living and working in and along the lower Withlacoochee River. Hy Power presented rebuttal evidence that it could and would, if necessary, inject concrete into the limestone to stabilize it and avoid the concerns raised by Mr. Edwards. FERC specifically evaluated concerns raised by project opponents over the poor physical condition of the By-Pass Channel Spillway structures, relying particularly on the 1993 Greiner Report. FERC noted that the DEP had entered into a contract to correct any deficiencies listed in the Greiner Report, which "did not conclude that the deficiencies at the By-Pass Spillway threaten downstream life and property." The FERC review concluded that the dam was safe. To ensure safety, FERC is requiring that Hy Power do a complete stability analysis of the dam prior to any construction. Articles 301 and 302 of the FERC exemption ensure that all final drawings and specifications be submitted to FERC prior to construction, along with a supporting design report consistent with FERC’s Engineering Guidelines; that FERC can require changes to assure a safe and adequate project; and that Hy Power must also submit approved coffer dam construction drawings and specifications at least 30 days prior to starting construction. FERC has its own engineering staff who will go to the site and do their own analysis, along with the ACOE, of the dam and structures, prior to any construction commencing. This is a detailed design review evaluation so that the latest information on the dam will be made known immediately prior to construction, and will prevent any catastrophic event from happening. Under FERC procedures, FERC requires the applicant to obtain the DEP permits prior to requiring applicant to submit more detailed construction designs for FERC's consideration. These more detailed designs in turn will be subject to further review by DEP and FERC. It is assumed that Hy Power will comply with the post- permitting procedures and requirements, and will present complete, detailed construction drawings for FREC and DEP approval. Hy Power’s failure to complete the process would result in denial of a construction permit.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law set forth herein, it is RECOMMENDED: That the DEP enter a Final Order that issues the two permits challenged in this proceedings, WRM Permit No. 38-237096-3.001 and MSSW Permit No. 38-0129249-002, subject to the conditions contained in the Intents to Issue in the respective WRM and MSSW Permits and as described in the Recommended Order. DONE AND ENTERED this 2nd day of March, 2000, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of March, 2000. COPIES FURNISHED: Daniel H. Thompson, Esquire Berger Davis & Singerman 215 South Monroe Street, Suite 705 Tallahassee, Florida 32301 Andrew Zodrow, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 John S. Clardy, III, Esquire Crider Law Firm Plantation Point 521 West Fort Island Trail, Suite A Crystal River, Florida 34429 Teri Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Kathy Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 Bernard M. Campbell Bessie H. Campbell 245 Palm Street Post Office Box 159 Inglis, Florida 34449 Sarah E. Berger Post Office Box 83 Inglis, Florida 34449
The Issue Whether the finger pier portion of Respondent Raab's dock creates a navigational hazard. The resolution of that issue will determine whether the dock qualifies for an exemption from an environmental resource permit under Rule 40E-4.051(3)(b), Florida Administrative Code, and Section 403.813, Florida Statutes.
Findings Of Fact DEP has the authority to regulate the construction of docks in jurisdictional wetlands and other waters of the State of Florida and on state submerged lands under Chapters 253, 373, and 403, Florida Statutes, and Chapters 62-330 (which adopts Chapter 40E-4) and 18-21, Florida Administrative Code. The Association is a residential community located in Sewall's Point, Martin County, Florida. All lots within the community abut navigable channels which provide ingress and egress to the ICW. These channels converge so that there is only one channel that connects to the ICW. Most of the residents of the community have large vessels that routinely navigate the channels within the community. At the time of the formal hearing, many of the vessels owned by residents of the community had drafts of four feet and at least two had drafts of five feet. In 1997, Mr. Raab purchased a residence in the Association that is located very close to where the channel meets the ICW. Because of that location, practically all residents of the Association have to pass in front of Mr. Raab's property when going into or returning from the ICW. The property at issue is located at 22 Simara Street, Sewalls Point, Martin County, Florida. The dock at issue in this proceeding is subject to DEP's regulatory authority. When Mr. Raab purchased this property in 1997, there was an existing marginal dock parallel to the bulk-head. Mr. Raab subsequently sought and received approval from DEP to demolish the existing marginal dock and replace it with a virtually identical structure. The existence and configuration of the marginal dock is not at issue in this proceeding. Mr. Raab thereafter sought to modify his approved marginal dock by adding a finger pier which extended into the channel 36 feet so he could dock his vessel perpendicular to the bulkhead. Mr. Raab's plan also called for the construction of two pilings 12 feet from the end of the finger pier. Mr. Raab had, as of the time of the formal hearing, re-constructed the marginal dock and had constructed the finger pier. 3/ The two additional pilings had not been constructed at the time of the formal hearing. After reviewing the modified project, DEP determined that the project was exempt from the need for an environmental resource permit under Rule 40E-4.051(3)(b), Florida Administrative Code, and Section 403.813, Florida Statutes. DEP also authorized Mr. Raab to use state-owned submerged lands if necessary. The Association thereafter timely challenged DEP's determination that the finger pier portion of the project (and the two additional pilings) did not require an environmental resource permit. There was a conflict in the evidence as to the functional width of the channel in front of Mr. Raab's property. 4/ Mr. Holly testified on behalf of the Association that the functional width of the channel was 83 feet. Mr. Lidberg, testifying on behalf of Mr. Raab, testified that the functional width was 101 feet. This conflict is resolved by finding that the functional width of the channel in front of the Raab property is 101 feet. 5/ The prevailing winds in the area in front of Mr. Raabb's dock blow into the dock. The depth of the water in the channels is influenced by tides. The principal reason Mr. Raab wants the finger pier is so that he can moor his boat with the bow to the prevailing winds in times of high winds. At the time of the formal hearing, Mr. Raab owned a vessel with an overall length of 44 feet. There was a conflict in the evidence as to whether Mr. Raab's finger pier and the two pilings that have been authorized, but not constructed, constitute a hazard to navigation. 6/ Based on the totality of the evidence, it is found that these structures do not create a navigational hazard. 7/
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order dismissing the Association's challenge to the determination that Mr. Raab's project qualifies for an exemption from an environmental resource permit. DONE AND ENTERED this 1st day of March, 2000, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON 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 1st day of March, 2000.
