Findings Of Fact On July 19, 1991, the Petitioner, Cahill Pines and Palm Property Owners Association, Inc. (Cahill), filed a permit application with the Department of Environmental Resources, predecessor to the Respondent, Department of Environmental Protection (Department), for a permit to remove two earthen plugs in the Cahill canal system, located in Big Pine Key, Monroe County, Florida. The plugs were to be removed to a depth of -5.5 feet N.G.V.D. Kenneth Echternacht, a hydrologist employed by the Department, had performed a hydrographic review of the proposed project and reduced his findings to writing in a memorandum dated June 25, 1993. Mr. Echternacht recommended that the project not be permitted. On August 20, 1993, the Department issued a notice of its intent to deny Cahill's application to remove the plugs. The notice included six proposed changes to the project which would make the project permittable. Cahill requested an administrative hearing on the Department's intent to deny the permit. On March 3 and 4, 1994, an administrative hearing was held on the issue of whether a permit should be issued. The hearing officer entered a recommended order on May 9, 1994, recommending that a final order be entered denying the permit. The Department issued a final order on June 8, 1994, adopting the recommended order of the hearing officer and denying the permit. See Cahill Pines and Palm Property Owners Association v. Department of Environmental Protection, 16 F.A.L.R. 2569 (DER June 8, 1994). In the final order the Department found that the following findings of Mr. Echternacht were "scientifically sound and credible conclusions": The estimated flushing for the presently open portion of the waterway was calculated to be 14.5 days. The flushing for the open section exceeds the 4 day flushing criterion by approx- imately 3.6 times. Clearly, the open portion poses a potential problem to the maintenance of acceptable water quality. For the presently closed sections of the waterway, the calculated flushing time was found to be 38.6 days. Again, this system would pose a significant potential for contamination to adjacent open waters if opened for use. The waters behind the barrier that presently appear to pose no problem would clearly become a repository for contaminants associated with boat usage. Because of the exceptionally long flushing time, contaminants would build up over time. Below standard water quality throughout the waterway would be expected and, associated with this, below standard water would be exported into adjacent clean water on each ebbing tide. The final order also found the following facts: 13. Neither the water in the open canals nor the water in the closed canals is presently of substandard quality. * * * Petitioner's plug removal project will also spur development in the Cahill subdivision and lead to an increase in boat traffic in the Cahill canal system, as well as in the adjacent waters of Pine Channel. Such activity will result in the discharge of additional contaminants in these waterways. As Echternacht stated in his June 25, 1993, memorandum that he sent to O'Connell, '[b]ecause of the [canal system's] exceptionally long flushing time, [these] contaminants would build up over time' and result in a significant degradation of the water quality of not only the Cahill canals, but also of Pine Channel, into which Cahill canals flow. This degradation of water quality will have an adverse effect on marine productivity and the conservation of fish and wildlife that now inhabit these waterways. Consequently, in the long run, the removal of the plugs will negatively impact fishing opportunities in the area. On the other hand, the project will have a beneficial effect on navigation and recreational boating and related activities. It will have no impact on historical and archaeological resources. On April 10, 1995, Cahill submitted a permit application to the Department to remove portions of the two canal plugs. Cahill proposed to leave an island in the center of each plug. The islands would be stabilized with riprap, and mangrove seedlings would be planted in the riprap. By letter dated April 21, 1995, the Department returned the April 10 permit application to Cahill along with the $500.00 processing fee. The Department advised Cahill that the application was not substantially different from the 1991 permit application which was denied by final order. The Department further advised that Cahill could resubmit the application and application fee if it wanted the permit to be processed but the Department would deny the application on the basis of res judicata. On May 17, 1995, Cahill submitted a revised permit application along with the processing fee. A circulation culvert had been added to the project. Ken Echternacht performed a hydrographic review of the proposed project. In a memorandum dated May 25, 1995, Mr. Echternacht recommended that the permit be denied for the following reasons: The proposed 24-inch culvert connection would not be expected to be visible hydraulically. A 24-inch diameter culvert, length 181 ft would be expected to have a friction factor several orders of magnitude greater than the adjacent canals. As such, water would not be expected to pass through the connector unless there were a sizeable head to drive the flow. No studies and/or supporting documentation have been provided to support the design in terms of the documenting the amplitude and repeatability of the flow driving force. Cutting holes through embankments do not necessarily result in flushing relief. As stated in 1, above, any and all proposed design modifications to the proposed waterway must be accompanied by adequate design justifi- cation based on hydrographic modeling supported by site specific data support. The culvert design proposed does not meet the above require- ment. The proposal is nothing new. In the hearing, ideas such as the above were suggested. However, as was stated in the hearing any and all such proposals must be supported by proper engineering study. On July 7, 1995, the Department issued a Notice of Permit Denial, denying the May, 1995 permit application on the basis of res judicata, stating that the May 1995 permit was not substantially different from the 1991 permit application which had been denied and that no studies had been submitted by Cahill that would support that the use of the islands and culvert would increase the flushing rate to the four day flushing criterion established in the hearing on the 1991 permit application. At the final hearing counsel for Cahill stated for the record that the use of the islands and the culvert would not increase the flushing rate to four days.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order be entered denying Cahill Pines and Palms Property Owners Association, Inc.'s application for a permit to remove two plugs separating the open and closed canal sections of the Cahill canal system, placing an island in the center of each plug, and adding a 24 inch culvert connection. DONE AND ENTERED this 31st day of July, 1996, in Tallahassee, Leon County, Florida. SUSAN B. KIRKLAND Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of July, 1996. APPENDIX TO RECOMMENDED ORDER, CASE NO. 95-4377 To comply with the requirements of Section 120.59(2), Florida Statutes (1995), the following rulings are made on the parties' proposed findings of fact: Petitioner's Proposed Findings of Fact. Paragraphs 1-7: Accepted in substance but not necessary to be incorporated in the recommended order. Paragraph 8: The evidence presented showed that there is a dispute of whether the waters are now of substandard quality. For the purposes of this hearing, it is not necessary to determine whether the water quality is presently substandard. Based on the assumption that the water quality is not substandard, Petitioner has failed to show that the change in the design of the project is sufficient to warrant the rejection of the applicability of the doctrine of res judicata. Petitioner has failed to show that the addition of islands and a culvert will eliminate the potential for future contamination of the waters. The second sentence is accepted in substance but not necessary to be incorporated in the recommended order. Paragraphs 9-11: Accepted in substance but not necessary to be incorporated in the recommended order. Paragraphs 12-15: Accepted in substance to the extent that for the purposes of this hearing the water quality is assumed not to be substandard. Paragraph 16: Rejected as unnecessary. Paragraphs 17-27: Rejected as subordinate to the finding that for the purposes of this hearing the present water quality is assumed not to be substandard. Paragraphs 28-30: Accepted in substance. Paragraph 31: Accepted in substance to the extent that the changes in the design will not increase the flushing rate to four days. Paragraphs 32-33: Accepted to the extent that they were findings in the final order on the 1991 application. Paragraphs 34-35: Accepted to the extent that the slow flushing rate is one of the criteria to be considered. The increase of development and boat traffic are also contributors to the potential of contamination building up. Petitioner has not demonstrated that the use of islands and a culvert will eliminate the potential for contamination. Respondent's Proposed Findings of Fact. Paragraphs 1-10: Accepted in substance. Paragraphs 11-14: Rejected as unnecessary. Paragraph 15: Accepted in substance. Paragraph 16: Accepted in substance as corrected. Paragraph 17: Accepted. Paragraphs 18-21: Accepted in substance. Paragraph 22: Accepted. Paragraph 23: Rejected as unnecessary. COPIES FURNISHED: David Paul Horan, Esquire Horan, Horan and Esquinaldo 608 Whitehead Street Key West, Florida 33040-6549 Christine C. Stretesky, Esquire John L. Chaves, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Kenneth J. Plante, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Virginia B. Wetherell, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard, Douglas Building Tallahassee, Florida 32399-3000
Findings Of Fact Respondent, Arthur B. Lujan (Lujan) and his wife, Betty L. Lujan, are the owners of a 34.09-acre parcel of land which includes Enchanted Island and its surrounding submerged lands. 1/ Enchanted Island is a 3 1/2-acre island located in Florida Bay to the east of Key Haven and north of U.S. Highway 1, Monroe County, Florida. On January 15, 1986, Lujan applied to Monroe County for a land clearing permit and fill permit. The permits, as requested, would have permitted him to clear, after-the-fact, the island of vegetation, fill the island to +4' MHW (mean high water), and restore an access road to the island. Lujan's applications were approved, and the permits issued on February 4, 1986. The Department of Community Affairs (Department), pursuant to Section 380.07, Florida Statutes, filed a timely appeal with the Florida Land and Water Adjudicatory Commission (Adjudicatory Commission). Background In 1970, Lujan and his wife purchased the subject property, which included Enchanted Island and its surrounding submerged lands. At that time, an access road connected the western tip of the island to U.S. Highway 1. 2/ In or about April 1972, Lujan constructed, by the deposit of fill over bay bottom, an access road from U.S. Highway 1 to the eastern tip of Enchanted Island. Since this work was being performed without a federal permit, the Department of the Army, Corps of Engineers (Corps) on April 26, 1972, advised Lujan to cease and desist all unauthorized work in navigable waters of the United States. Lujan complied with the Corps' request, but did not remove the road. In late December 1972, Lujan began fill work on the western access road and on Enchanted Island itself. According to Lujan, his intention was to clearly define the boundary of Enchanted Island, raise its elevation from approximately +3' MSL (mean sea level) to +4' MSL, and restore the western access road, which had been subjected to erosion. Lujan was performing the work on the access road without a federal permit, and on January 4, 1973, the Corps advised Lujan to cease and desist all unauthorized work in navigable waters. 3/ In response to the cease and desist order, Lujan ceased activity on both the access road and Enchanted Island itself. 4/ At that time, the boundary of Enchanted Island had been defined by a perimeter road above MHW and the access road restored, but the elevation of the island had not been raised or its interior altered. Lujan further responded to the Corps' cease and desist order by filing suit in the United States District Court, Southern District of Florida (District Court) to enjoin the Corps from any further interference with the use and enjoyment of Enchanted Island. That suit was dismissed without prejudice when Lujan agreed to submit an after-the-fact permit application to the Corps. That application, filed May 30, 1973, sought leave to restore the western access road, place three culverts through the road, and to remove the unauthorized eastern access road and place its material on the island to bring the final elevation of the island to +4' MLW (mean low water). Subsequently, on June 17, 1974, the Corps denied Lujan's permit. In February, 1975, Lujan again filed suit against the Corps in District Court seeking injunctive and declaratory relief and de novo review of the Corps' permit denial. The United States responded by instituting suit against Lujan for violation of the permit requirements of Section 10 of the Rivers and Harbor Act of 1899, and the Federal Water Pollution Control Act of 1972. In their action, the government sought civil penalties, and an order that the unauthorized work be removed and the area restored to its pre-existing condition. These two actions (Case Nos. 75-150-CIV-EBD and 75-635-CIV-EBD) were ultimately consolidated. On December 5, 1975, the District Court ruled that the Corps' permit denial was neither arbitrary nor capricious. The court further ordered Lujan to remove the western access road and restore the area to the natural depth of the adjacent bottom, and to pay a civil penalty. 5/ Lujan appealed. On appeal, the United States Court of Appeals, Fifth Circuit (Appellate Court) agreed with Lujan's assertion that, inter alia, the Corps had breached an agreement to only consider in their determination substantive objections from the state agencies who had to be notified. The Appellate Court found the state agencies' objections to lack substance, and reversed the decision of the District Court. On remand, the Corps was instructed not to consider any previously filed objections from the state agencies since they were not specific in nature. 6/ Following remand, the Corps notified Lujan that viewed from the context of its 1975 regulations, the interior of Enchanted Island was deemed a wetlands area which could not be filled absent a Corps permit. The District court found, however, that since the Corps acted improvidently in stopping Lujan's activities in January 1973, it would be inequitable for the Corps to retroactively apply its wetlands policy to Lujan's property. Succinctly, the court found in its order of April 26, 1985, that: In 1972, when Lujan initially was ordered to cease work on the road, Corps jurisdiction was not exercised above MHTL. Its 1975 regulations created a "wetlands policy" which asserted jurisdiction over activities above MHTL. Had the Corps not interfered capriciously with Lujan's activities, he would have completed his fill project prior to the change in regulations and the project would have been "grand fathered in" ... Retroactive application of the permitting requirement is not appropriate. Consequently, the court held: The Corps is directed to reopen the permit application only with respect to the western access strip and only so that the administrative process may effec- tuate a reasonable restoration plan. No permitting is required as to Enchanted Island above MHTL, and the Corps is enjoined from exercis- ing jurisdiction over the area (to the extent that Lujan's activities do not affect navigable waters, which would confer jurisdiction upon the Corps). The parties shall meet, formulate an agreed restoration order, and submit it to the court for evaluation within sixty (60) days of this order. (Emphasis added). Lujan and the Corps experienced no difficulty in formulating an agreed restoration plan for the western access road; however, they reached an impass when Lujan insisted that the plan include approval of his desire to fill the interior of Enchanted Island to +4' MHW. While it took no exception to the court's order that it not exercise jurisdiction over the interior of Enchanted Island, the Corps refused to agree that a provision directing the filling of the interior of the island was appropriate. According to the Corps, such matters were not a subject matter of the current litigation and could be an infringement upon county and state permitting requirements. At a hearing held November 15, 1985, at which Mr. Lujan was present, the court concurred with the Corps and directed that any language which referred to raising the existing uplands of Enchanted Island to +4' MHW be deleted. Notwithstanding the court's instruction that the restoration plan contain no reference to filling the uplands of the island, the plans attached to the consent agreement still contained such language, in brackets, when submitted to the court. By order of December 20, 1985, the court ratified the restoration plan, as submitted; however, by order of February 14, 1986, the court corrected its oversight by deleting the bracketed language which dealt with filling the uplands of the island. Current Development Activities On January 6, 1986, Lujan applied with the Florida Department of Transportation (DOT) for a driveway permit which would allow him to connect the western access road through DOT right-of-way to U.S. Highway 1. Receipt of this permit was crucial to Lujan's plans, since at sometime subsequent to January 4, 1973, the portion of the western access road which occupied DOT right-of-way had been removed, creating a water gap in the road. On January 8, 1986, the requested permit was granted, with the following legend stamped conspicuously thereon: VALIDITY OF THIS PERMIT IS CONTINGENT UPON PERMITTEE OBTAINING NECESSARY PERMITS FROM ALL OTHER AGENCIES INVOLVED. On January 14, 1986, Lujan began to prepare the island to receive fill. On that day Lujan filled the "water gap" in the access road and began the process of leveling the high and low portions of the island by bulldozing on the southerly end of the island. It was Lujan's intention to level to the north end of the island and along the access road, and then fill and grade the island. At approximately 5:30 p.m., January 14, 1986, George Garrett, a Monroe County biologist, arrived on the job site with the announced intention of red tagging it since no county permits had been obtained. In response, Lujan exhibited a copy of the District Court's order. Mr. Garrett, at that point, elected not to red tag the job site and requested that Lujan with his supervisor the next day. 7/ Mr. Garrett's request that Lujan meet with his supervisor the next day regarding the project did nothing to deter Lujan's clearing efforts. The proof establishes that when Mr. Garrett left the island on January 14, 1986, there had been some scarification at the southerly end of the island, but the mangrove community which dominated the central portion of the island, discussed infra, had not been disturbed. At 8:30 a.m., January 16, 1986, when the island was again inspected, the island had been cleared of most vegetation and leveled, and the mangroves which had occupied the interior of the island were now resting in several large piles of debris. On January 15, 1986, Lujan met with Bob Herman, Mr. Garrett's supervisor, to discuss the activities which were occurring on the island. As a consequence of that meeting, the job site was red tagged pending Lujan's application for and receipt of Monroe County permits. On January 15, 1986, Lujan filed an application with Monroe County for a fill permit which would permit him to fill the island to +4' MHW and restore the western access road, as well as a land clearing permit which would permit him, after the fact, to clear the island of vegetation. Attached to the applications were copies of the District Court's order of December 20, 1985, and the consent agreement of December 16, 1985. On each application Lujan affixed the following legend: This application is without waiver of applicant's rights in Case Nos. 75-150-CIV-EBD and 75-635-CIV-EBD and position that no permits may be required and that such permits (if any) should be processed using 1972 county laws then in effect. Lujan's applications were not accompanied by a vegetation survey and plot plan as required by Chapters 4 and 18, Monroe County Code, infra. The applications were, however, accompanied by a copy of the December 16, 1985, consent agreement, which contained plans for the restoration of the westerly access road. These plans delineated the areas to be filled, the location of culverts, and the location and elevations of the proposed paved access road. On February 4, 1986, upon instructions from its County Attorney, Monroe County issued a fill permit and land clearing permit to Lujan despite his failure to provide a vegetation survey or disclose his development plans for the island. Each permit contained the following remarks: Said permit issued in accord with the Federal Court Orders entered by Judge Ned Davis on the 26th day of April, 1985, and on the 20th day of December, 1985. Immediately upon receipt of the county permits, Lujan began to fill the interior of the island and restore the westerly access road as rapidly as possible. According to Lujan, he had a contract to obtain fill on advantageous terms if he could promptly remove it from the Key West naval station. By February 14, 1986, auspiciously, Enchanted Island had been cleared of vegetation and its elevation raised to +4' MHW, and the access road restored. On February 20, 1986, the Department of Community affairs (Department) noticed its appeal of the Monroe County permits to the Adjudicatory Commissions. 8/ Enchanted Island At the time Lujan was stopped by the Corps on January 4, 1973, the topography of Enchanted Island had been altered by the establishment of a perimeter road around its boundaries above the MHW mark, and its westerly access road restored. Mangroves fringed the island waterward of the perimeter road, but none existed along the newly restored access road. The interior of the island, located upland of the perimeter road, was not shown to have been significantly altered at that time. On January 14, 1986, when Lujan began to clear and grade the island, its topography had not changed significantly from January 1973; the perimeter of the island was still defined by a roadway above MW and the fringing mangroves waterward of the road still stood. At the center of the island, upland from the perimeter road, a depression existed which covered approximately 15-25 percent of the island's lands and which was characterized by red, black and white mangroves, as well as some buttonwood. This depression was saturated by water at a frequency and duration adequate to support its wetlands species; however, since it was located upland of the MHW mark the Source of its waters was most probably from percolation and rainfall. Located elsewhere on the interior of the island were buttonwood, Bay Cedar and sea oxeye daisy. By January 16, 1986, Lujan had cleared the interior of the island of any significant vegetation, and leveled it. The mangroves, which now fringed portions of the access road, as well as those which fringed the island, were not, however, disturbed. Monroe County Regulations Chapter 4, Article II, of the Monroe County Code (MCC) establishes and regulates development within a shoreline protection zone. Pursuant to Section 4-18, MCC, the zone is established as follows: There is hereby established a shoreline protection zone in all that portion of the county defined in Section 22F-8.02, Florida Administrative Code, and generally known as the Florida Keys. The shoreline protection zone includes submerged lands covered by the waters of the Atlantic Ocean and the Gulf of Mexico (Florida Bay) out to the seaward limit of the State's territorial boundaries, whether in sovereign or private ownership, including those lands contiguous to such waters where fringing mangrove communities occur. In order to maintain the functional integrity of these mangrove communities, the interior boundary of the shoreline protec- tion zone is hereby established at a line extending fifty (50) feet laterally upland from the landward limit of the shoreline mangroves. The shoreline mangroves shall include mangrove communities which contain red (Rhizophora mangle), black (Avicennia nitida) or white (Laguncularia racemosa) mangroves but excluding those mangrove communities which are isolated inland and separated from open water areas by nonmangrove natural vegetative communities. Consequently, all of the western access road and the portion of Enchanted Island lying within 50' upland from the landward limit of the shoreline mangroves are within the shoreline protection zone. The mangroves which occupied the depressed area in the central portion of the island were not, however, within the zone. Pemittable uses within the shoreline protection zone are delineated by sections 4-19 and 4-20, MCC, as follows: Sec. 4-19. Permitted uses in zone. Only the following uses are permitted within the shoreline protection zone established by this article: Access canals or channels; Docks; Elevated boardwalks; Other structures elevated on pilings; Utility lines, crossing or rights-of-way. Sec. 4-20. Uses permitted upon special approval; special exception uses. The following uses are permitted by special approval of the zoning board as provided by the provisions of chapter 19, article IV of this Code of Ordinances. Access driveways and turnarounds for single-family residences. [Additionally] ... the follow- ing standards shall also be met before the zoning board may grant approval for a special exceptions use within the shoreline protection zone: The principal structure shall be located as close as possible to the landward edge of site so as to reduce driveway length. All access driveways and turnarounds shall provide for piped culverts under the access driveway and/or turnaround at appropriate intervals so as to maintain tidal regime. To secure a permit for development within the shoreline protection zone, whether for a permitted use or special exception use, it is incumbent upon the applicant to comply with the provisions of section 4-21, MCC. That section provides: No development permit of any kind shall be issued to any person to undertake any development within the shoreline protection zone without first obtaining a zoning clearance from the zoning official. An application for any development permit within the shoreline protection zone shall be referred to the zoning official. The materials to be referred to the zoning official shall include the following, in duplicate: Proposed site plan A natural vegetation map Other information as may be appropriate to determine the impact of the development on the natural functions of the shoreline protection zone. The placement of landfill within the shoreline protection zone is hereby prohibited and no permit shall be issued authorizing the same, except as provided in section 4-20 of this article. No application for a zoning clearance shall be approved and no permit shall be issued except upon a written finding by the zoning board 9/ that the proposed development will not encroach upon or destroy the value of areas within the shoreline protection zone or otherwise adversely affect those conditions and characteristics which promote shoreline stabilization, storm surge abatement, water quality maintenance, wildlife and marine resource habitats, and marine productivity. Lujan's proof in support of his request for a fill permit within the shoreline protection zone was deficient. He offered no natural vegetation map or proposed site plan, and offered no proof that his proposed activity would not encroach upon or destroy the value of the shoreline protection zone or otherwise adversely affect shoreline stabilization, storm surge abatement, water quality maintenance, wildlife and marine habitats, and marine productivity. Significantly, Lujan also failed to disclose his plans for the development or use of the island. Absent proof that the fill activity is designed to create an access driveway or turnaround for single-family residences, the deposit of fill within the shoreline protection zone is prohibited. 10/ Section 4-21(c), MCC. Under the circumstances, it is concluded that Lujan has failed to demonstrate that he is entitled to a special exception use which would permit the deposit of fill on the westerly access road or upon those lands lying within 50' upland from the landward limit of the shoreline mangroves (the shoreline protection zone). Lujan's failure to disclose the nature of his plans to develop the island also rendered it impossible to evaluate the criteria established by section 4-20(b)(1), MCC. The deposit of fill within those areas of Enchanted Island lying upland of the shoreline protection zone is governed by chapter 19, MCC. Pertinent to this proceeding, section 9-111, MCC, provides: (a) Deposit of Fill. No person shall engage in the deposit of fill within the unincorporated areas of Monroe County, without first having obtained a county permit for such activity. (1) Definitions. Deposit: The act of placing, discharging or spreading any fill material. Fill: Any material used or deposited to change elevation or contour in upland areas, create dry land from wetlands or marsh in an aquatic area, or material discharged into a body of water to change depth or benthic contour. * * * Uplands: Land areas upon which the dominant vegetative communities are other than species which require saturated soil for growth and propagation. Wetlands: Aarshes and shallow areas which may periodically be inundated by tidal waters and which are normally characterized by the prevalence of salt and brackish water vegetation capable of growth and reproduction in saturated soil, including but not limited to the following species: * * * Black mangrove Buttonwood Red mangrove White mangrove * * * * * * * * * * * * Upland permit application. In reviewing all applications for a permit in upland areas, consideration will be given to the nature of indigenous vegetation, and protection of same as defined in chapter 18 of the Monroe County Code, which set standards for the removal of endangered and protected vegetative species, and to drainage patterns and the possible effects the deposit of fill would have upon water and storm runoff. * * * Wetland permit application. In reviewing all applications for a permit in wetland areas, consideration will be given to the natural biological functions, including food chain production, general habitat, nesting, spawning, rearing and resting sites for aquatic or terrestrial species; the physical aspects of natural drainage, salinity and sedimenta- tion patterns, physical protection provided by wetland vegetation from storm and wave action. The proposal will also be reviewed in conjunction with chapter 4 of the Monroe County Code, which provides for the protection of wetland vegetative communities within Monroe County. When reviewing applications for fill permits, whether within or without the shoreline protection zone, the provisions of Chapter 18, MCC, and the Monroe County Comprehensive plan, which deal with land clearing, must also be evaluated. Pertinent to this case, chapter 18 provides: Sec. 18-18. Land clearing permit -- Required ... It shall be unlawful and an offense against the county for any person, either individually or through agents, employees or independent contractors, to clear, by mechanical or any other means, any land located within the unincorporated areas of the county without having first applied for and obtained a land clearing permit from the building department of the county. A land clearing permit shall be required for the removal of all or parts of naturally occurring vegetation in the county. * * * Sec. 18-19. Same -- Application (a) Any person requesting a land clearing permit shall file an application with the county building department on a form provided by such department. Such application shall contain the following information: * * * A map of the natural vegeta- tive communities found on and adjacent to the site, prepared by a qualified biologist, naturalist, landscape archi- tect or other professional with a working knowledge of the native vegetation of the Florida Keys ... With projects that are five (5) acres or more in size, the vegetation map does not have to identify the location of individual trees. For projects of this size, the vegetation map should identify the different vegetative communities, such as tropical hammock, mangrove and buttonwood transitional, and be accompanied by a descriptive narrative that identifies any significant trees or natural features of the side (sic). An overall site plan of the land for which the permit is requested, indicating - the shape and dimensions of said land, the purposes for which clearing is requested, and the steps taken to minimize effects of clearing on surrounding vegetation and water bodies. A site plan analysis prepared by a qualified individual, as described above in (3), shall be included. * * * Sec. 18-21. Same -- Approval. After an application for a land clearing permit has been filed and verified, the building department and the planning and zoning department shall review and consider what effects such removal of vegetation will have upon the natural resources, scenic amenities and water quality on and adjacent to the proposed site. Upon finding that such removal of natural vegetation will not adversely affect the natural resources, scenic amenities and water quality adjacent to the proposed site, the permit shall be approved, approved subject to modification or specified conditions, or denied. In the event a request is denied, the reasons for denial shall be noted on the application form and the applicant shall be so notified. Pertinent to this case, the Monroe County Comprehensive Plan, Coastal Zone Protection and Conservation Element, provides: NATURAL VEGETATION MANAGEMENT POLICIES In recognizing the need to preserve as much natural vegetation as possible, the County will direct its land use and development regulations to minimize destruction of natural vegetation and modification of landscape. Guidelines and performance stan- dards designed to protect natural vegetation from development will be developed and enforced. Clearing of native vegetation for development will be controlled. Land clearing will be restricted to site area being prepared for immediate construction. If the construction cannot begin within reasonable time, the cleared area will be replanted with ground cover. * * * 3. Regulations controlling development in areas characterized primarily by wetland vegetative species such as mangrove and associated vegetation will emphasize preservation of natural vegetation to the maximum degree possible. Local regulations in this regard will be consistent with the appropriate State and Federal regulations. 8. The existing County ordinances designed to protect and conserve natural vegetation will be strictly interpreted, rigidly enforced, and/or amended when necessary. Lujan violated the provisions of sections 9-111 and 18-18, MCC, when he, without benefit of a permit, leveled and cleared Enchanted Island of vegetation. Now, after the fact, he requests the appropriate fill and land clearing permits; however, he offers no vegetation map, no plan to mitigate the removal of endangered and protected species, and no proof as to the drainage patterns on the island and the probable effect the deposit of fill or the removal of vegetation would have upon storm runoff or water quality. While no vegetation map was submitted, the proof at hearing did establish the general nature of the vegetation existent on the island prior to clearing. That proof established that the mangrove community previously located at the center of the island reposed in relative isolation, and that its natural biological functions were nominal. Consequently, the removal of that vegetation was not counterindicated from the biological function perspective; however, the impact of such removal and the filling of that area on storm runoff and water quality was not addressed by Lujan. Further, Lujan offered no plan to mitigate the impact caused by his removal of Bay Cedart, and endangered species. With respect to the access road, Lujan offered no vegetation survey, and the proof was insufficient to assure that only minimal clearing would occur. Additionally, Lujan offered no proof concerning the impact that such removal, if any, and the deposit of fill would have on drainage patterns, storm runoff, or water quality. The premises considered, it is concluded that Lujan has failed to demonstrate his entitlement to a fill permit or land clearing permit for Enchanted Island and the access road. In addition to the reasons set forth in paragraphs 27-28, supra, Lujan has also failed to address the issues of storm runoff and water quality.
Recommendation Based on the foregoing Findings of Fact 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 No. 14723A and 14724A, and deny Lujan's request for a land clearing and fill permit for Enchanted Island and the westerly access road. That such Final Order specify those items set forth in paragraph 10, Conclusions of Law, as the changes necessary that would make Lujan's proposal eligible to receive the requested permits. DONE AND ORDERED this 9th day of April, 1987, in Tallahassee, Florida. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 9th day of April, 1987.
The Issue The issue in this case is whether Respondents Paul Crum, Sr., and Paul Crum, Jr. (the "Crums"), are entitled to the Noticed General Permit issued by the Department of Environmental Protection ("Department") for the construction of a single- family residential dock and associated structures.
Findings Of Fact Background The Crums are the owners of the riparian property located at 15696 Shark Road West, Jacksonville, Florida. The Crum property is adjacent to Pumpkin Hill Creek, which lies within the Nassau River-St. Johns River Marshes Aquatic Preserve. Extending from the Crum property into Pumpkin Hill Creek is an existing wood dock approximately 90 feet long and four feet wide, with a platform near the landward end of the dock. Petitioner Brooks owns the property immediately adjacent to and north of the Crum property. Petitioner Brooks has a dock and boat lift. Petitioner Cole owns the property immediately adjacent to and southeast of the Crum property. The Cole property is located on a salt marsh and has no dock. Petitioner Jones lives approximately 3,200 feet north of the Crum property, on a tributary to Pumpkin Hill Creek. Petitioner Jones has fished Pumpkin Hill Creek and the surrounding waters for over 25 years. Noticed General Permits are a type of environmental resource permit granted by rule for those activities which have been determined to have minimal impacts to water resources. Florida Administrative Code Rule 62-341.427 grants by rule a general permit to construct a single family pier, along with boat lifts and terminal platforms, provided certain specific criteria are met. In August 2005, the Crums applied for a Noticed General Permit to extend their existing dock into deeper water. The Department issued a Notice of Determination of Qualification for Noticed General Permit, but later rescinded the authorization after Petitioner Brooks complained to the Department that the landward end of the existing dock is located only 21 feet from her property boundary and, therefore, did not comply with Florida Administrative Code Rule 18-21.004(3)(d), which requires that a dock be set back a minimum of 25 feet "inside the applicant's riparian rights lines." In November 2005, the Crums re-applied for a Noticed General Permit. Their revised plans called for removal of the existing dock and construction of a new dock extending approximately 255 feet out into Pumpkin Hill Creek. The proposed dock would be located a minimum of 25 feet inside the Crums' riparian rights lines. On December 6, 2005, the Department issued a Notice of Determination of Qualification for a Noticed General Permit for the revised dock, stating that the project satisfied the requirements of Florida Administrative Code Rule 62-341.427, as well as the conditions for authorization to perform activities on state-owned submerged lands set forth in Florida Administrative Code Rule 18-21 and for activities in an aquatic preserve under Florida Administrative Code Rule 18-20. In April 2006, Petitioners filed three petitions for hearing with the Department alleging that the proposed dock significantly impedes navigation by restricting access to a tidal creek and extends more waterward than necessary to access a water depth of (minus) -4 feet at mean low water, which is prohibited for docks in aquatic preserves under Florida Administrative Code Rule 18-20.005(3)(b)3. Petitioners attached to their petitions a copy of a bathymetric survey showing the elevations of the submerged lands in the vicinity of the proposed project. In response to the information contained in the survey, the Crums revised their plans to shorten the dock to its currently proposed length of 186.56 feet. A new Notice of Determination of Qualification for a Notice General Permit was then issued by the Department on October 16, 2006. The final dock project consists of: (a) removal of the existing wood dock; (b) construction of a four-foot wide, 186.56-foot long, single family residential dock consisting of an access pier, a 12-foot by 12-foot terminal platform, and a 14-foot by 20-foot open boat lift with catwalk (the “proposed dock”). The proposed dock will terminate where the water will be four feet deep at mean low water. Navigating in and Near the Tidal Creek To the south of the Crum property is a wide expanse of salt marsh. Within the salt marsh are unnamed tidal creeks. The mouth of one tidal creek that flows to Pumpkin Hill Creek is located approximately 90 feet south of the existing Crum dock. The tidal creek is shallow and is not navigable at or near low tide. Petitioner Jones owns an 18-foot flatboat which he sometimes keeps at his residence and sometimes at Petitioner Brooks' property. The boat draws about one foot of water. Petitioner Jones uses this boat to fish in the tidal creek located near the Crum property about ten times every month. No evidence was presented to show that Petitioner Brooks or Petitioner Cole ever navigate in or otherwise use this tidal creek. There are many other tidal creeks located in the marshes associated with Pumpkin Hill Creek. Petitioner Jones boats and fishes in most of them. Petitioner Jones said that, currently, he must wait two hours past low tide for the water depth to be sufficient for him to get into the tidal creek near the Crum property. His usual course to the creek lies just beyond the end of the existing Crum dock. He claims there is a channel there, but no channel is shown on the survey or in any of the parties' photographs. After the proposed dock is constructed, Petitioner Jones' usual course to the tidal will be obstructed. He contends that the new course he would have to take to the tidal creek will take him across shallower areas of Pumpkin Hill Creek so that he will have to wait two more hours (a total of four hours) after low tide to get into the creek. Therefore, Petitioner Jones' alleged injury is the reduction of the hours available to him to navigate in and out of the tidal creek for fishing. The existing Crum dock terminates on a broad mud flat which is exposed at mean low water. However, the bathymetric survey shows the mud flat is at a lower elevation near the end of the dock so water covers this area before it covers the rest of the mud flat. However, the bathymetric survey also shows the elevation of the bottom rising as one moves south from the existing dock. At the mouth of the tidal creek the elevation is 1.0 feet NGVD (National Geodetic Vertical Datum, an official, surveyed reference point). Because the tidal creek drains into the main body of Pumpkin Hill Creek, a reasonable inference can be made that the bottom elevations in the creek generally become higher (and the water depths decrease) as one moves up the creek toward dry land. Prop scars in the exposed bottom at the end of the existing dock indicate that boats have traveled over this area when the water was so shallow that the engine props were striking the bottom. Prop scarring can cause turbidity and damage to benthic organisms. The bathymetric survey indicates that mean high water in this area of Pumpkin Hill Creek is 3.03 feet NGVD, and the mean low water is -1.78 feet NGVD. The mean tidal fluctuation between mean low water and mean high water is thus 4.81 feet. Randall Armstrong, who was accepted as an expert in navigation and piloting, explained that in this area, where there are two daily tides, the water elevation will generally increase by 1/12 of the mean tidal fluctuation in the first hour after mean low water, another 2/12 of the fluctuation in the second, and 3/12 in the third hour. Applying this general rule to the tidal fluctuation here of 4.81 feet results in an estimated 1.2-foot increase in water elevation two hours after low tide and a 2.4-foot increase three hours after low tide. Based on the mean low water elevation of -1.78 feet NGVD, the water elevation would usually be about -0.6 foot NGVD two hours after low tide and 0.6 foot NGVD three hours after low tide. Therefore, the tidal creek (with a bottom elevation of 1.0 foot NGVD at the mouth) would usually be "dry" two hours after low tide and would usually have less than a foot of water three hours after low tide. That evidence contradicts Petitioner Jones' statement that he now navigates into the tidal creek two hours after low tide. That might occasionally be possible, but the bathymetric survey indicates the creek would usually be too shallow at that time. In fact, the evidence suggests that the tidal creek is only reliably navigable without causing prop scars to the bottom by using boats with very shallow draft and waiting until high tide (or shortly before or after) when the water depth at the mouth of the creek would be about two feet. It was Mr. Armstrong's opinion that the 1.0-foot NGVD elevation at the mouth of the tidal creek determines when and how long the tidal creek is navigable, and those times would not be affected by the proposed dock. He described the new course that a boater would use to navigate into the tidal creek after the proposed dock is built. He used the bathymetric survey to show that when the water is deep enough to navigate into the tidal creek, the water depth is also sufficient to navigate the new course. The proposed dock might, as Petitioner Jones alleges, cause boaters to traverse a longer section of the mudflat then they do currently. However, the more persuasive testimony supports the Crums' position that the navigability of the tidal creek is controlled by its shallowest point at the 1.0-foot NGVD elevation and that the proposed dock will not interfere with navigation of the tidal creek by requiring boaters to traverse shallower areas. Petitioner Jones testified that he regularly navigates his boat close to the existing Crum dock. The evidence does not indicate that the proposed dock would cause an unreasonable risk of collision for boaters using the new course to the tidal creek.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Secretary of the Florida Department of Environmental Protection enter a final order that grants Noticed General Permit No. 16-253057-002-EG to the Crums. DONE AND ENTERED this 22nd day of December, 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 22nd day of December, 2006.
The Issue At issue in this proceeding is whether a fence constructed by Charles and Kathleen Moorman (Moormans), as owners, and Your Local Fence, Inc. (Your Local Fence), as contractor, in the Big Pine Key Area of Critical County Concern, Big Pine Key, Monroe County, Florida, was contrary to the provisions of Chapter 380, Florida Statutes.
Findings Of Fact Background Petitioner, Department of Community Affairs (Department), is the state land planning agency charged with the responsibility of administering and enforcing the provisions of Chapter 380, Florida Statutes, including Areas of Critical State Concern, and all rules promulgated thereunder. Monroe County is a local government within the Florida Keys Area of Critical State Concern designated by Section 380.0552, Florida Statutes, and is responsible for the implemen-tation of, and the issuance of development orders that are consistent with, the Monroe County comprehensive plan and land development regulations, as approved and adopted in Chapters 9J-14 and 28-20, Florida Administrative Code. Most of Monroe County, including the Big Pine Key Are of Critical County Concern discussed infra, is contained within the Florida Keys Area of Critical State Concern. Respondents, Charles and Kathleen Moorman (Moormans) are the owners of Lots 15, 16, and half of Lot 17, Block D, Pine Heights Subdivision, Big Pine Key, Monroe County, Florida. Such property is located within the Big Pine Key Area of Critical County Concern, as well as the Florida Keys Area of Critical State Concern, and consists of native pine lands, which are natural habitat for the Key Deer. Respondent, Your Local Fence, Inc. (Your Local Fence), is a business engaged in constructing fences in Monroe County, and is owned by Mr. Moorman. On March 20, 1991, Monroe County issued to the Moormans, as owners, and Your Local Fence, as contractor, building permit No. 9110002231 to construct a fence on the foregoing property. As permitted, the fence would be constructed of wood to a height of 6 feet and, except for a setback of 25 feet, would completely enclose the Moormans' property. So constructed, the fence would measure 125 feet along the front and rear of the property and 75 feet along the side property lines for a total of 400 linear feet. Pertinent to this case, the Moormans' permit was not effective until 45 days after it was rendered to the Department (the "appeal period"), which period accords the Department an opportunity to review the permit and decide whether to contest its issuance by filing an appeal with the Florida Land and Water Adjudicatory Commission (FLWAC), and , if appealed, its effectiveness is stayed until after the completion of the appeal process. Section 380.07(2), Florida Statutes, and Section 9.5-115(a), Monroe County Land Development Regulations (MCLDR). Here, the Department, pursuant to the provisions of Section 380.07, Florida Statutes, filed a timely appeal with FLWAC to contest the issuance of such permit. Notwithstanding the Moormans' express knowledge that their permit was not effective until expiration of the Department's appeal period and, if appealed, resolution of the appeal process, the Moormans erected the fence on their property. Such action was contrary to the provisions of the Monroe County land development regulations and Chapter 380, Florida Statutes. Sections 9.5- 111(a) and 9.5-115(a), MCLDR, and Section 380.07(2), Florida Statutes. By separate recommended order to FLWAC, bearing Case No. 91-4110DRI, 91-5966DRI, 91-5968DRI, and 91-6603DRI (the "FLWAC Cases"), it was found, for reasons hereinafter discussed, that building permit No. 9110002231, issued by Monroe County for the construction of the Moormans' fence in the Big Pine Key Area of Critical County Concern was not consistent with the Monroe County comprehensive plan and land development regulations. Accordingly, it was recommended that FLWAC enter a final order reversing Monroe County's decision to issue such permit and to deny the Moormans' application for such permit. Consistency of the Moorman permit with the Monroe County comprehensive plan and land development regulations Big Pine Key is the primary habitat of the Key Deer, an endangered species, and Monroe County has designated most of Big Pine Key, including the properties at issue in these proceedings, as an area of critical county concern. 1/ Pertinent to this case, Section 9.5-479, Monroe County Land Development Regulations (MCLDR), provides: Purpose: The purpose of the Big Pine Key Area of Critical County Concern is to establish a focal point planning effort directed at reconciling the conflict between reasonable investment backed expectations and the habitat needs of the Florida Key Deer which is listed as endangered under the Federal Endangered Species Act. Focal Point Planning Program: Monroe County shall initiate a focal point planning program for the Big Pine Key Area of Critical County Concern that considers the following: The reasonable investment backed expec- tations of the owners of land within the Big Pine Key Area of Critical Concern; The habitat needs of the Florida Key Deer; The conflicts between human habitation and the survival of the Florida Key Deer; The role and importance of freshwater wetlands in the survival of the Florida Key Deer; Management approaches to reconciling the conflict between development and the survival of the Florida Key Deer; and Specific implementation programs for the Big Pine Key Area of Critical County Concern. The focal point planning program shall be carried out by the director of planning, in cooperation with the officer in charge of the National Key Deer Refuge. The planning program shall include a public participation element, and shall provide for notice by publication of all public workshops or hearings to the owners of land within the Big Pine Key Area of Critical County Concern. The focal point planning program for the Big Pine Key Area of Critical County Concern shall be completed within twelve (12) months of the adoption of this chapter, and the director of planning shall submit a report together with recommended amendments to the Monroe County Comprehensive Plan and this chapter within thirty (30) days after the completion of the focal point planning program for the Big Pine Key Area of Critical County Concern. Interim Regulations: Notwithstanding any other provisions of this chapter, no development shall be carried out on the Big Pine Key Area of Critical County Concern prior to the completion of the focal point planning program required by subsection C of this section and the adoption of amendments to the Monroe County Comprehensive Plan and this chapter except in accordance with the following: No development shall be carried out in the Big Pine Key Area of Critical County Concern except for single-family detached dwellings on lots in the Improved Subdivision District or on lots having an area of one (1) acre of more. And, Section 9.5-309, MCLDR, provides: It is the purpose of this section to regulate fences and freestanding walls in order to protect the public health, safety and welfare. * * * Big Pine Key Area of Critical County Concern: No fences shall be erected here until such time as this chapter is created to provide for the regulation of fences within this ACCC. The foregoing land development regulations were adopted by Monroe County to further and implement the standards, objectives and policies of the Monroe County comprehensive plan. Here, such regulations further the plan's "Generic Designations and Management Policies," contained within the plan's "Criteria for Designating Areas of Particular Concern," to maintain the functional integrity of habitat and, more particularly, the requirement that: Development within areas identified as Key Deer habitat shall insure that the continuity of habitat is maintained to allow deer to roam freely without impediment from fences or other development. Rule 28-20.020(8), Generic Designations, subparagraph 4, Florida Administrative Code. Over the course of the past five years, Monroe County has discussed design criteria for fences on Big Pine Key but has not yet adopted a regulation that would provide for fences within the Big Pine Key Area of Critical County Concern, as mandated by Section 9.5-309, MCLDR, nor has Monroe County amended Section 9.5-479, MCLDR, to permit, pertinent to this case, any development except single-family detached dwellings on lots in the Big Pine Key Area of Critical County Concern. Under such circumstances, it was concluded in the FLWAC Cases, and is concluded here, that the permit issued by Monroe County for the construction of the Moorman fence in the Big Pine Key Area of Critical County Concern is not consistent with the Monroe County comprehensive plan and land development regulations. Other considerations At hearing, Mr. Moorman offered proof that the Department had failed to appeal every fence permit issued by Monroe County in the Big Pine Key Area of Critical County Concern, and contended, as a consequence of such failure, that the Department should be precluded from contesting the issuance of his permit, or maintaining this enforcement action. Mr. Moorman's contention was not found persuasive in the FLWAC Cases, and is not found persuasive in this case. Here, the proof demonstrates that the Department's Key West Field Office, to which Monroe County renders its permits, was established in 1983, and that from January 1, 1984 to September 15, 1986, the Monroe County land development regulations did not regulate fences on Big Pine Key and the Big Pine Key Area of Critical County Concern (BPKACCC) did not exist. Effective September 15, 1986, the Monroe County land development regulations were adopted in their current form and, among other things, created the BPKACCC and prohibited fencing within such area. Accordingly, prior to September 15, 1986, there was no prohibition against erecting fences in the BPKACCC, and no reason for the Department to question the propriety of such develop-ments. Since the effective date of the current regulations, the Department has, as contended by Mr. Moorman, failed to appeal some permits for fencing in the BPKACCC. Such failure was, however, persuasively shown to have occurred as a consequence of severe understaffing, which inhibited the Department's ability to review all permits issued by Monroe County in a timely fashion (i.e., before the appeal period expired), and the breach of a memorandum of understanding entered into between the Department and Monroe County, and not as a consequence of any position adopted by the Department that fencing in the BPKACCC was permissible. Accordingly, the Department's appeal of the Moorman permit is not inconsistent with any position it has previously taken with regard to the propriety of fencing in such area. 2/ Moreover, neither the Moormans nor Your Local Fence made any inquiry of the Department as to why some permits were appealed and others were not, or requested that the Department waive its appeal period, prior to erecting their fence. Under such circumstances, it was found in the FLWAC cases, and is so found here, that the proof fails to support the conclusion that the Department misled the Moormans or Your Local Fence so as to bar it from contesting the propriety of their permit or, here, from maintaining this enforcement action. 3/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is recommended that the Department of Community Affairs enter a final order directing the respondents, Charles Moorman, Kathleen Moorman, and Your Local Fence, Inc., to remove the 400 linear foot fence constructed on the Moorman property, and that the respondents not construct, reconstruct, enlarge or expand a fence on the subject property unless and until such time as the Monroe County Board of County Commissioners adopts, and the Department of Community Affairs approves, a comprehensive plan and land development regulations which specifically authorize such development. Removal of the subject fence shall occur within thirty (30) days after the entry of the final order. RECOMMENDED in Tallahassee, Leon County, Florida, this 30th day of April 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 30th day of April 1992.
Findings Of Fact On March 30, 1978, Lee County applied to the Department for permits pursuant to Chapters 253 and 403, Florida Statutes, to improve the existing Daniels Road in Lee County, Florida, from a two lane unimproved facility to a two lane paved road. The project site is located in southeastern Lee County, Florida, and crosses Six Mile Cypress Swamp. The proposed improvement would require excavation of material from submerged lands of waters of the state to remove a part of the existing dirt roadbed, placing of fill material onto submerged lands of waters of the state to widen the existing roadbed, and construction of two concrete bridges and two variable crest weirs. After receipt of the application, the Department reviewed the application, and, after consultation with Lee County officials, recommended issuance of the requested permit subject to the following conditions: Elimination of a proposed bicycle path; Deletion of a proposed spreader ditch and the dredging necessary for that ditch; Formulation and submission to the Depart- ment by Lee County of an acceptable management plan and schedule for maintaining water levels and indigenous swamp communities within the swamp; Organization of a Melaleuca Control Committee, together with preparation and implementation of a program to eradicate melaleuca within the right- of-way; and Revegetation of willows in the construction area. In their Amended Petition, Petitioners contest the proposed issuance of the requested permit on grounds that the permit condition requiring development of an acceptable water management plan should be accomplished prior to issuance of the permit; that the long range environmental impact of the proposed project has not been assessed; that the application does not contain information sufficient to give reasonable assurances that it will no result in deterioration of water quality; that insufficient information has been provided to demonstrate that the project will not have an adverse long-range impact on the conservation of fish, marine and wildlife, or other natural resources; that the aquifer recharge area adjacent to the proposed project will be substantially reduced; that sheet flow of overland water will be irretrievably altered; that land uses surrounding the Six Mile Cypress Swamp will contribute to deteriorating water quality; that elimination of the proposed bicycle path would deny Petitioners the right to utilize pedestrian, energy conserving and/or non-polluting transportation; and that the health and welfare of the Florida panther will be threatened by construction in the Six Mile Cypress Swamp which serves as habitat for this endangered species. Petitioners allege in their Amended Petition that their substantial interests would be affected ". . . in that Petitioner Joseph H. Burgess, a resident of Daniels Road, may suffer from downstream flooding as a result of issuing this permit." The Amended Petition alleged that Petitioner, Sierra Club - Calusa Group would be substantially affected by the proposed agency action in that they would ". . . be deprived of an area utilized for nature study . . .," in that the project would ". . . seriously impair the group's ability to study bird life and enjoy the natural scenic beauty of a presently relatively undisturbed area. . . ." The Amended Petition also alleged that Petitioners, Mary Ann Wallace and Joseph H. Burgess, would be substantially affected ". . . as nearby residents, who will be denied the right to enjoy a proposed regional park on the south side of Daniels Road in the Six Mile Cypress Swamp as a direct result of issuing this permit." Neither Joseph H. Burgess, Ellen Peterson, nor any representative testifying on behalf of Sierra Club - Calusa Group appeared or testified at the final hearing in this cause. The only named petitioners appearing and testifying at the final hearing were Mary Ann Wallace and Thomas Geary. Neither of these petitioners offered any testimony to establish that they owned property in Lee County, Florida, that they used any of the waters or other natural resources in the area of the Six Mile Cypress Swamp for nature study, recreation or other purpose, or that they would personally be injured or otherwise affected by issuance of the requested permit or the alleged environmental impacts arising therefrom. At the conclusion of Petitioners' case, the Department and Lee County moved to dismiss the Amended petition on grounds that Petitioners had failed to establish that their substantial interests would be affected by the proposed agency action as required by Section 120.57, Florida Statutes, which motions were granted.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that a final order be entered by the State of Florida, Department of Environmental Regulation, dismissing the Amended Petition in this cause. DONE AND ENTERED this 27th day of February 1979 in Tallahassee, Florida. WILLIAM E. WILLIAMS Hearing Officer Division of Administrative Hearings Room 530 Carlton Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 27th day of February 1979. COPIES FURNISHED: Isaac Anderson, Esquire 2115 Main Street Suites A and B Fort Myers, Florida 33901 Ray Allen, Esquire Department of Environmental Regulation Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32301 Thomas M. Brondstetter, Esquire Assistant Lee County Attorney Post Office Box 398 Fort Myers, Florida 33902 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION ELLEN PETERSON, et al., Petitioners, vs. CASE NO. 78-1467 STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION and LEE COUNTY BOARD OF COUNTY COMMISSIONERS, Respondents. /
The Issue The issue to be resolved in this proceeding concerns whether a statement promulgated by an employee or representative of the Respondent, Department of Natural Resources ("DNR"), by letter of April 2, 1991, and the later adoption or ratification of that opinion by the Respondent, Board of Trustees of the Internal Improvement Trust Fund ("Board"), by resolution of June 12, 1991, constitutes an unpromulgated rule or amendment of a rule and thus whether it is an invalid exercise of delegated legislative authority.
Findings Of Fact The Petitioner has applied for a dredge and fill permit from DER. If the application is approved, the Petitioner intends to construct a 490-foot elevated driveway or timber bridge across Clam Bayou from the Sanibel-Captiva Island Road to Silver Key, on and in the vicinity of Sanibel Island in Lee County, Florida. The Petitioner proposes to construct the bridge so as to allegedly provide reasonable access to the property upon which he intends to construct residences. A number of protests to that application before DER have been filed and the petitions related to that application are now pending before the Division of Administrative Hearings for formal proceedings in Case Nos. 91- 1320 through 91-1324. The Board is an agency of the State of Florida created pursuant to Section 253.02, Florida Statutes, and consists of the Governor and Cabinet. Generally, title to submerged lands underlying navigable waters is vested in the Board pursuant to Section 253.03, Florida Statutes. The Board is authorized to approve activities in the preserve by Section 258.42, Florida Statutes. DNR is an agency of the State of Florida and serves as the staff of the Board. When DER reviewed the Petitioner's dredge and fill permit application, it determined that Clam Bayou was not within the Pine Island Sound Aquatic Preserve, an aquatic preserve created by act of the Legislature in 1975 and codified at Subsection 258.39(22), Florida Statutes. However, on April 2, 1991, DNR, through an employee or representative in its Fort Myers district office, sent a letter to the City of Sanibel ("City"), the Petitioner in Case No. 91- 1324, advising the City that the proposed project was within the boundaries of the preserve. That letter stated, in pertinent part, as follows: To follow up our recent discussions regarding the referenced file, I requested that the department's title and land records section in Tallahassee `re-review' the project site to determine if it is actually in the Pine Island Sound Aquatic Preserve. As you know, the title and land records section initially determined that the project site was not within the aquatic preserve. In response to my request, Kathy Miklus, planner, title and land records section, provided me with information indicating that the project site is indeed within the boundaries of Pine Island Sound Aquatic Preserve. Copies of that information are enclosed. Therefore, it would appear that the application will be subject to the applicable criteria of Section 258.42, Florida Statutes, and Chapter 18-20, Florida Administrative Code, regarding activities in aquatic preserves. However, as we previously discussed, the application is currently `on hold' because of the coastal island moratorium adopted in 1989 by the Governor and Cabinet, sitting as the Board of Trustees of the Internal Improvement Trust Fund, and may be subject to the pending rule amendments regarding sovereignty, submerged lands surrounding coastal islands, if those rule amendments are ultimately adopted by the Board of Trustees... DNR is the agency charged with administering the aquatic preserve program, its preserves, and with resolving issues concerning the boundaries of those preserves. Thus, the effect of the letter, if it were to become final agency action, would be to impose a more restrictive body of rules on the Petitioner concerning his entitlement to the DER permit sought from DER because if the site in question were determined to be within the preserve, it would, under the applicable rules of DER, be deemed to be within Outstanding Florida Waters. The Petitioner thus filed the petition which initiated this proceeding, contending, in essence, that the statement in the letter (as adopted by the Board) amounts to an illicit, unpromulgated rule, including the contention that it constitutes an improper repeal or amendment of the existing Rule 18- 20.002(7)(a)19., Florida Administrative Code. The questioned language in the letter at issue and under challenge reads as follows: The project site is indeed within the boundaries of the Pine Island Sound Aquatic Preserve. According to the Petitioner, this language enlarges upon or amends the existing rule cited above which describes the preserve as follows: Pine Island Sound Aquatic Preserve, as described in the Official Records of Lee County in Book 648, pages 732-736. The document recorded at the referenced Official Record Book and page numbers is the Board's Resolution No. 70-25, the document establishing the preserve and containing the legal description of its boundaries. The Petitioner contends that the Respondent's statement reflected in the above-quoted portion of the letter is a new statement of the boundary of the preserve, and it is materially different than the rule-adopted, recorded boundary description. Thus, the Petitioner asserts that the agency has clearly amended its rule describing the preserve. The statement in the letter, however, does not constitute a new statement of the boundaries of the preserve but rather the opinion of agency personnel, adopted by the Board, concerning what the already- adopted and recorded boundary description means in the view of the agency as to whether a specific site and project is included within those already-adopted boundaries. It was not proven in this proceeding that the agency statement referenced above evidences any intent to amend or change the legal description of the preserve as recorded in the Official Records of Lee County, Florida, and as codified in the above-cited rule. Rather, it represents an interpretation of that existing rule and its existing boundary description by DNR and, specifically, amounts to an interpretation concerning whether the Petitioner's property is located within the legal boundaries as presently codified in that rule.
Findings Of Fact Twelve-acre Lake Tresca lies at an elevation of approximately 8 feet on the northern edge of sand dunes that stretch some 250 yards south to the Gulf of Mexico in Walton County, Florida, just east of Eastern Lake. According to one of petitioners' witnesses, this group of freshwater lakes in a dune system may be unique. Lake Tresca is a source of freshwater for migrating birds, at the gulf's edge. White, great blue, and Louisiana herons feed in the lake's shallows. Purple martins are present in numbers. The eastern lobe of Lake Tresca is in excellent place for birds to feed and nest. The lake has a balanced fish population. Game fish as big as the ten-pound bass spotted by Douglas B. Bailey of the Florida Game and Freshwater Fish Commission have smaller fish on which to feed, including gambusia and other minnows that feed, in turn, on mosquito larvae. Lake Tresca is oligotrophic. There are no aquatic weeds, but there are fragrant water lilies, bladder wort, yellow-eyed grass, and other plant species valuable to wildlife. Most of the lake bottom is bare of vegetation, but the shallow, littoral portions support various plants, including significant colonies of rooted macrophytes, and furnish a suitable habitat for bedding fish. This vegetation removes some nutrients, makes others more usable, filters runoff from the surrounding yards, and stabilizes the shoreline. Bacteria and algae, primary constituents of the lake's "food web," also flourish in Lake Tresca. A shallow area of Lake Tresca stretches across part of Mr. Copelan's half-acre lot onto the Pettengills' lot. The application for permit uses this diagram to represent the configuration: * NOTE: A map of the pond is on the Recommended Order on file with DOAH and is not available in this ACCESS document. Lake Tresca Copelan Property Pettengill Property Petitioners' Exhibit No. 9. (Legend supplied.) The Pettengills have built a house on their lot for occasional, seasonal use and with a view toward his retirement. Their septic tank is about 80 feet from the lake. The house was built to take advantage of the prevailing southwesterlies and has a porch facing Lake Tresca and the causeway. The house has no air conditioning. Except for the causeway, Mr. Copelan's lot is unimproved. There are about 14 other riparian owners many of whom have built houses and put in septic tanks. After discussions between Mr. Copelan and Mr. Pettengill about an easement across the Pettengill property, to provide access overland to the Copelan property, had faltered, Mr. Copelan indicated that he might place fill dirt across the lake so as to block the Pettengills' access to the main body of the lake and to create a roadbed for travel across the lake to and from his lot. As a result, on April 20, 1980, Mr. Pettengill wrote Mr. Copelan a letter in which he stated: Any dredging, filling or other manmade changes may be accomplished only if proper permits are obtained in advance for them. I have taken the liberty of attaching copies of relevant sections of Florida Statutes and the Florida Administrative Code regarding the required procedures for these activities. Petitioners' Exhibit No. 8. Because, as he testified, Mr. Copelan had no faith in Mr. Pettengill's legal expertise, Mr. Copelan asked Marge Crawford, the real estate agent from whom he had purchased the land-locked lot, to inquire as to permits. At Ms. Crawford's instance, she and Curtis Larry Taylor, an environmental specialist employed by DER in Panama City, visited Lake Tresca on June 16, 1980. In a contemporaneous memorandum, Mr. Taylor recorded his impression that a DER permit "under the authority of Chapter 403 F.S. Section 17-4.28(2)(d) [Florida Administrative Code," DER's Exhibit No. 1, would be necessary for construction of the causeway Mr. Copelan had in mind. He furnished Ms. Crawford an application form to forward to Mr. Copelan. On June 19, 1980, Ms. Crawford wrote Mr. Copelan: I met with Mr. Taylor, of the Department of Natural Resources, Dredging and Fill Department and inspected the site at which you would like to put in a drive way. Mr. Taylor said he saw little inpact [sic] on the invironment [sic] and would recom- mend a permit be given. This would take 6 to 8 weeks with out any protests. The DNR will contact property owners around that portion of the lake. If there is a protest there will be a delay'. I think you can expect a protest from at least two owners. Fill out the application as soon as possible and mail it to the location indicated on the form. If I can be of help with he applica- tion let me know. I asked Mr. Taylor what would happen if you just went ahead and fill[ed] in that portion of the lake. He said nothing unless some- one files a complaint and then it could be costly, attorney fees. I also got another price on a road in for the long way, $8/per foot. Joint Exhibit No. 7. Mr. Copelan received and read the letters from Mr. Pettengill and Ms. Crawford, and read highlighted portions of the dredge and fill rules Mr. Pettengill sent him. In early August, without having applied for a permit, Mr. Copelan contracted with James A. Madden for the construction of a causeway across the eastern lobe of Lake Tresca. Work began in early August of 1980 and continued for four working days, a weekend intervening. Mr. Madden and his son used dump trucks and a bulldozer to haul sand from a borrow pit Mr. Madden has leased and to build a causeway 162 feet long with a top surface approximately 12 feet wide. About midway they placed a culvert with a 12-inch diameter to join Lake Tresca to the pool on the Pettengills' property severed by the causeway from the rest of the lake. On either side of the causeway, waiter lily and bladder wort are the predominant plant species. On August 11, 1980, Mr. Pettengill told DER's Mr. Taylor that work on the causeway had begun. The following day Mr. Taylor visited the site, and found yellow sand fill about 18 to 24 inches deep covering an area approximately 15 feet by 45 feet. Joint Exhibit No. 8. He found no telephone number listed for George Copelan but telephoned Marge Crawford on August 12 or 13, 1980, to ask her to tell Mr. Copelan to stop work. Joint Exhibit No. 8. On August 19, 1980, DER's Northwest District Enforcement Officer, George E. Hoffman, Jr., wrote Mr. Copelan advising him "to cease and desist from any further unauthorized filling." Joint Exhibit No. 5. By the time this letter reached Mr. Copelan, the causeway had been completed. On October 6, 1980, Mr. Copelan wrote Mr. Hoffman saying that he owned the land under the road and in general to the effect that he thought he was within his rights. Joint Exhibit No. 4. Mr. Hoffman responded with a letter to Mr. Copelan on December 23, 1980, in which Mr. Hoffman "requested that [Copelan] voluntarily agree to remove the fill and restore the area to its original contour. Joint Exhibit No. 6. This letter stated that, "Otherwise, the Department will have no alternative but to initiate a formal administrative enforcement proceeding . . . seeking the restoration." Joint Exhibit No. 6. On February 27, 1981, DER filed its notice of violation, No. DF-010- 81-NW, finding that the filling accomplished before August 12, 1980, had been accomplished without a permit, and that it "will have a detrimental [e]ffect on the water quality and may be potentially harmful . . . to the aquatic life of the lake" and that it had "created pollution violating Section 403.161(1)(a), Florida Statutes, and the rules of the Department." Joint Exhibit No. 1. Orders for corrective action contained in the same document proposed to require Mr. Copelan to reimburse DER for its expenses "in tracing, controlling and abating the source of pollution," to "cease aid desist from further unauthorized filling," and to remove the fill and restore the area to its original contours (even though by this time the causeway had been completed). Joint Exhibit No. 1. DER inspected on March 2, 1981, and learned that the causeway had been completed. Thereafter, the parties agreed to a consent order dated May 5, 1981, which provided, in part: Within thirty (30) days of the effective date of this Order, the Respon- dent shall submit an after-the-fact permit application for the construction and/or filling project described in this Order [the causeway] In the event the application is determined to be incomplete, the Respondent shall provide the requested additional information within a fifteen (15) day period. * * * In the event the application is denied, the Respondent agrees to remove the fill material and restore the area to its preproject contours within forty-five (45) days of the receipt of final agency action. Respondent does not waive his right to claim that the aforementioned fill project is exempt from the Department's permitting requirements and that this defense may be asserted by the Respondent in any future pleadings of proceedings. The Department, for and in consid- eration of the complete and timely perfor- mance by the Respondent of the obligations contained in this Consent Order, hereby agrees to waive its right to seek the judi- cial imposition of damages or civil penalties or to seek criminal penalties for the alleged violations outlined in this Consent Order. * * * 9. This Consent Order shall be a final agency action of the Department and may be enforced pursuant to Sections 120.69 and 403.121, Florida Statutes. The Respondent hereby waives any right to a hearing or administrative or judicial review of the provisions of this Consent Order provided however that the Respondent does not waive the right to assert defenses available pur- suant to Section 120.69(5), Florida Statutes, should the Department seek judicial enforce- ment of the Consent Order. The Respondent's failure to comply with the terms of this Consent Order shall constitute a violation of Section 403.161, Florida Statutes. Joint Exhibit No. 2. In accordance with the consent order, Mr. Copelan filed an application for an after-the-fact permit, which DER received on June 8, 1981. Petitioners' Exhibit No. 9. At DER's request, on August 17, 1981, James R. Webb, Esquire, counsel for Mr. Copelan, sent DER copies of a survey including a plan view and a cross- sectional view of the causeway, Applicant's Exhibit No. 2; Petitioners' Exhibit No. 10, and, on November 2, 1981, copies of a survey showing the approximate ordinary high water line. Applicant's Exhibit No. 2. Neither the application nor the supplemental information was prepared by a professional engineer. DER determined the application to be complete on November 3, 1981, and, on January 7, 1982, issued its intent to issue a permit to partially after-the-fact construct a road- way approximately 80' long by 20' wide by 3' high, in accordance with the attached drawing labelled "Fill Road" Sheet 1, Revi- sion No. 1 by R.E.P. 13 August, 1981; located in Section 19, Township 3 South, Range 18 West. Joint Exhibit No. 10. According to the case file, DER received the Pettengills' administrative petition for section 120.57 hearing on January 21, 1982; but a permit was nevertheless inadvertently mailed to Mr. Copelan on January 29, 1982. On receipt of the permit, Mr. Copelan caused oyster shells to be placed on the roadbed and sod to be planted along the sides of the causeway. The permit was followed by a letter from DER instructing Mr. Copelan to disregard it. APPLICATION INACCURATE In describing the causeway, the application gives its dimensions as "approximately 10 feet wide by 30 feet in length." Petitioners' Exhibit No. 9. In fact, the top surface of the (causeway is 12 feet wide and the causeway is broader at the base. It is 20 feet across at one point, according to Petitioners' Exhibit No. 10. From a surveyor's drawing subsequently furnished at DER.'s request, Petitioners' Exhibit No. 10, DER inferred that the road was 80 feet long, even though this drawing was not accompanied by an amendment to the written description of the project. In fact, the causeway is 162 feet long, and not 30 or 80 feet long. The application states that the culvert has a diameter of 19 inches. In fact, the culvert had a diameter of 12 inches, so that the application overstates the area of the cross-section by more than 150 percent. Under the "Remarks" section of Mr. Copelan's application appears the following: Applicant was under the belief that no permit was necessary at the time of commencement and completion of the project. Petitioners' Exhibit No. 9. In fact, Mr. Copelan had been informed twice in writing that he needed a permit to place fill in the lake and had even been furnished an application form, but went ahead anyway, without seeking legal advice, or contacting DER. Lake Tresca is not a man-made lake as stated on the application. Construction of a causeway was completed by mid-August and did not occur on September 1 and 2, 1980, as stated in the application. In what was apparently a typographical error, the township is stated as 35, rather than 3 South, on the application originally filed, Petitioners' Exhibit No. 9, but this error is rectified in a later submission. Petitioners' Exhibit No. 10. PRIVATE PROPERTY RIGHTS Since the fill was originally placed, it has spread out along the bottom or "migrated." Along its southern extent, the causeway now overlaps the Pettengills' property. The road has the effect of blocking access to Lake Tresca for the Pettengills. They have, indeed, sold their boat now that they can no longer make their wonted use of it on the lake. DISSOLVED OXYGEN, TRANSPARENCY, HEAVY METALS The water in Lake Tresca Is very clear, except for an iridescent sheen in the vicinity of the causeway, and an organic scum on the water restricted by the causeway. Analysis of water samples taken at four locations in Lake Tresca by Petitioners' own expert revealed no violations of the dissolved oxygen standards. There was speculation but no hard evidence that lead and other heavy metals associated with automobile pollution may have made their way into Lake Tresca as a result of the causeway. OILS AND GREASES Mr. Madden, the contractor, did not add oil or grease to the fill he used to build a causeway through Lake Tresca. He has used fill from the same borrow pit on other projects and has had no complaints that it was oily or greasy. But there was no oil or grease on the lake before Mr. Copelan had the road put in. When the fill was originally placed, in the fall of 1980, there was a distinct petroleum odor, for the first time, particularly in humid weather. Mr. Ryan detected a strong petroleum odor as recently as February of this year, but the odor has abated over time somewhat. Oils and greases have coated the water's surface with an iridescent film, on either side of the southern stretch of the causeway, since it was built. Nowhere else in the lake can oils and greases be detected visually. Three water samples taken near the causeway on February 6, 1982, were analyzed and found to con-tain 3.2, 4.1, and 5.4 milligrams per liter (or parts per million) of oils and greases. A water sample taken elsewhere in the lake on the same day, although at another well-vegetated location, was found to contain less than one part per 100 million (.01 mg. per liter) oils and greases. Mr. Taylor is one of three DER employees who has seen a sheen on the water near the causeway, even after the sod and oyster shells were added. Another DER employee, Lynn Griffin, testifying as an expert in general biology with a special emphasis on oil pollution, concluded that the oil and grease she saw in Lake Tresca came from the causeway, because she discovered no other possible source. Her uncontroverted testimomy specifically rejected the theory that this greasy film could be traced to septic tanks, because the bacteria in septic tanks produce a milky liquid, not an oil sheen. DER's John B. Outland testified unequivocally that the oil and grease on the surface of Lake Tresca either leached out of the fill or came from equipment operated on the fill road. Petitioners' chemist would have had to use another test in addition to the Soxhlet extraction method he did use, in order to establish to a scientific certainty that the oils and greases he identified in samples taken from Lake Tresca were petroleum hydrocarbons. But with convincing testimony that what looked like petroleum also smelt like petroleum, other evidence did establish that the oils and greases were petroleum derivatives. BIOLOGICAL EFFECTS Placement of fill on the lake bottom eliminated benthic organisms that have not reestablished themselves on the submerged causeway surface, nor on dry land above water, subject to the disturbances of automobile traffic. Habitat, shelter, and forage for fishes and invertebrates have been destroyed; bacterial and algal processes have been eliminated. No animals live on top of the submerged fill even though certain larvae may be found less than a meter away, and several animals thrive in the vegetated areas of Lake Tresca. Although the filled area covers no more than 2,000 square feet, the oils and greases spread out over a larger area, with dimensions not established by the evidence. The iridescent oily film decreases the amount of light penetrating to plants underneath and so reduces photosynthesis in benthic plants. In the short term, oils and greases obstruct gas and nutrient exchanges necessary to plant life and may cause acute toxicity or death. In the long term, oils and greases can cause neoplasia and affect the reproductive capacity and so the growth rate of animals. They can be taken into lipid-rich eggs and other tissues, contaminating the food web. The untoward effects of oils and grease are more critical in the part of the lake cut off and restricted by the causeway, because of the lack of adequate circulation. There is at present plant and animal life in this part of the lake, nevertheless, and similar fauna and flora in the shallow area of the lake stretching 300 to 400 feet toward open water on the other side of the causeway. The causeway has eliminated a narrow strip from this biologically productive area, an area that also serves to filter pollutants from upland runoff. The full extent of the deleterious effects of the oils and greases is not yet known. In preparing the foregoing findings of fact, the hearing officer has had the benefit of petitioners' proposed recommended order and the department's proposed findings of fact, proposed conclusions of law, proposed recommended order, and memorandum, all adopted by the applicant. To the extent proposed findings of fact have not been adopted, they have been rejected as unsupported by the evidence or irrelevant to the issues.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That DER deny the application for an after-the-fact permit to create a fill road across Lake Tresca, and order respondent George Copelan to restore the area to its preproject contours within forty-five (45) days. DONE AND ENTERED this 3rd day of June, 1982, in Tallahassee, Florida. ROBERT T. BENTON II Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 3rd day of June, 1982 COPIES FURNISHED: Randall E. Denker, Esquire 103 North Gadsden Street Tallahassee, Florida 32301 Gordon D. Cherr, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 James Webb, Esquire Post Office Box 385 Destin, Florida 32541 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION DWYNAL and IONA PETTENGILL, Petitioners, vs. CASE NO. 82-294 STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL REGULATION, and GEORGE COPLAN, Respondents. /
The Issue Did the Respondent, Charles W. Coxwell, Sr., excavate in statutorily- protected waters of the State of Florida in March of 1992, as alleged in the Department's Notice of Violation (NOV).
Findings Of Fact 1. In back of Respondent's house, on property owned by the Respondent, is a spring system where underground streams of water flow to the surface and out into an area formerly dominated by wetland plant species, to include: Fetterbush (Lyonia Iucida), Sweet Gallberry (Ilex Corjacea), and Sweet Bay Magnolia (Magnolia Virginiana). The stream continues over property owned by other persons, ultimately flowing into Grassy Lake which connects to Choctawhatchee Bay. All of this water is statutorily protected and within the regulatory jurisdiction created and assigned to the Department by the Legislature. In 1990, Respondent applied for a permit from the Department to construct a small impoundment where the springs flow out, on his property (and before the waters flow onto the property of other downstream landowners). The application form for the permit sought by Respondent in 1990 required him to list the adjoining landowner, who was, in fact, a Mr. Finch. Mr. Finch expressed his concern that an improperly built impoundment might be unsafe. The Department made a number of requests to Respondent for specific design specifications and drawings of the impoundment and its outfall structure. Respondent had discussions with Department staff in which he acknowledged that a permit was required; however, he declined to respond satisfactorily to the Department's "incompleteness requests" for additional information. Ultimately, the permit application was denied on May 16, 1991. Respondent did not pursue administrative remedies in the matter of the permit denial. In approximately March of 1992, Respondent caused 0.3 acres of the statutorily-protected waters and wetlands where the springs emerge behind his house to be excavated without the permit required by Florida law. Respondent knew that permits for such excavation were required by Florida law. The NOV assessed $404.51 (four hundred and four dollars and fifty-one cents) in enforcement costs.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, the findings of the Department's Notice of Violation were proven by substantial and competent evidence, and it is RECOMMENDED that the Orders for Corrective Action set out in the Notice of Violation and restated below be made final: Respondent shall immediately cease and desist from either dredging and/or filling within waters of the State as defined in Florida Administrative Code Rules 17-4.022 and 17-312 prior to receiving the necessary permit form the Department or notice that the proposed activity is exempt from the permitting requirements of the Department. Within 30 days of the effective date of the Final order, Respondent shall reimburse the Department for expenses incurred in investigating the violation in the sum of $404.51. Payment shall be made by certified check, cashiers' check or money order submitted to the Department's Northwest District Office, 160 Governmental Center, Pensacola, Florida 32501-5794. See Exhibit 3 Attached. Within 60 days of the effective date of the Final Order, Respondent shall restore the excavated area as identified on the drawings attached hereto as Exhibit 2. The excavated material shall be regraded so as to re-establish pre-existing contours and elevations as indicated by the adjacent undisturbed areas. Respondent shall revegetate the restored site as identified in paragraph d below. Respondent shall stabilize the site as needed to retain sediment on- site during restoration. Respondent shall utilize turbidity control devices throughout the restoration including the use of staked filter cloths in the vegetated wetlands and floating screens where needed in the open waters. Within 15 days of the effective date of the Final Order, Respondent shall submit a planting plan and schedule to the Department for approval prior to revegetating the regraded site as identified in Exhibit 2. No work to revegetate the site shall be undertaken until the plan is approved by the Department. Respondent's plan shall address and institute measures necessary to insure successful revegetation. The restoration area shall be planted with indigenous tree species of no less than 2 feet in height, such as Fetterbush (Lyonia Iucida), Sweet Gallberry (Ilex Corjacea), and Sweet Bay Magnolia (Magnolia Virginiana). The trees shall be planted on ten (10) foot centers. Respondent shall implement the restoration plan within 10 days of Department approval. Upon completion of the restoration work required by paragraph c above, Respondent shall maintain the restored area as follows: the revegetation effort shall be considered successful if, after one year or one growing season - whichever is less, 80% of the revegetation effort yield values of less than 80%, then the unsuccessful areas shall be replanted to meet, at a minimum, the required percentage. DONE AND ENTERED this 29th day of March, 1993, in Tallahassee, Florida. STEPHEN F. DEAN 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 March, 1993. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, Esquire Acting General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Richard L. Windsor, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Charles W. Coxwell, Sr. 1133 White Point Road Niceville, FL 32578
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
