The Issue The issue is whether an Environmental Resource Permit (ERP) and a Letter of Consent to Use Sovereignty Submerged Lands (Letter of Consent) should be issued to Respondent, Palm Beach County (County), authorizing it to fill 7.97 acres of submerged lands for a restoration project in Lake Worth Lagoon.
Findings Of Fact Based upon all of the evidence, the following findings are determined: The Parties Trump is the owner association for a two-towered residential and commercial condominium building located at 525 South Flagler Drive in downtown West Palm Beach, upland and west of the project site in the Lagoon. Each tower rises thirty floors and together they have of two hundred twenty units. The first five floors are common areas including a lobby on the first floor, while a pool and patio are located on the fifth floor of the north tower. The property is separated from the Lagoon by Flagler Drive, a four-lane divided road with landscaping and sidewalks which runs adjacent to, and on the western side of, the Lagoon. There is no dispute that Trump has standing to initiate this action. Flagler owns, manages, and leases two multi-story office buildings located at 501 Flagler Drive on the upland real property directly west of the project location. Like the Trump property, the Flagler property is separated from the Lagoon by Flagler Drive. There is no dispute that Flagler has standing to participate in this matter. The County is a political subdivision of the State and is the applicant in this proceeding. The Department is the state agency with the authority under Part IV, Chapter 373, Florida Statutes,2 to issue to the County an ERP for the project, as well as authority as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) to authorize activities on sovereign submerged lands pursuant to Chapter 253, Florida Statutes, and Chapter 18-21. Background On October 29, 2007, the County submitted to the Department its Joint Application for an ERP and Letter of Consent to use sovereignty submerged lands in the Lagoon owned by the Board of Trustees. The application was assigned File No. 50- 0283929-00. After an extensive review process, including three requests for additional information, on August 12, 2008, the Department issued its Notice of Intent authorizing the County to fill 7.97 acres of submerged lands in the Lagoon with approximately 172,931 cubic yards of sand and rock material to create the following: (a) approximately 1.75 acres of red mangrove habitat including 1.52 acres of mangrove islands and 0.23 acres of red mangrove planters; (b) approximately 0.22 acres of cordgrass habitat; (c) approximately 0.90 acres of oyster habitat; (d) approximately 3.44 acres of submerged aquatic vegetation habitat; and (e) a 10-foot by 556-foot (5,560 square feet) public boardwalk with two 3-foot by 16-foot (48 square feet) educational kiosk areas and a 16-foot by 16-foot (256 square feet) observation deck for a total square footage of approximately 5,912 square feet. The Notice of Intent also included a number of general and specific conditions particular to this project. Trump (by timely Petition) and Flagler (by intervention) then challenged the Notice of Intent. They contend generally that the project unreasonably infringes upon or restricts their riparian rights and fails to meet the permitting and consent to use criteria set forth in Chapters 18-21 and 40E-4, as well as Chapter 373, Florida Statutes, and Section 253.141, Florida Statutes. Conflicting evidence on these issues was presented at the hearing. The conflicts have been resolved in favor of the County and the Department, who presented the more persuasive evidence. The Project The project area is a cove in the Lagoon, a Class III water body which extends within the County from North Palm Beach to Manalapan. The western side of the water body in the project area is lined with a vertical concrete seawall approximately 6.64 feet above the mean low water line. The waters immediately adjacent to the Trump and Flagler upland property are generally two to five feet deep along the seawall. To the east lies the island of Palm Beach, to the south is the Royal Park Bridge, which connects West Palm Beach and the Town of Palm Beach, while to the north is the Flagler Memorial drawbridge. The Lagoon is approximately 2,000 feet from shore to shore. The Intracoastal Waterway (ICW) runs roughly through the middle of the Lagoon in a north-south direction. Currently, there is an artificial dredge hole in the project area around four hundred feet from the western seawall. The dredge hole, which descends to approximately twenty feet at its deepest location, is filled with muck, which can be re- suspended by wave energy into the water, blocking the sunlight necessary for the support of biotic life. The muck covers the natural hard bottom, consumes oxygen, and presents an unsuitable environment for benthic organisms. The dredge hole is too deep to support seagrasses. The project calls for filling the dredge hole to intertidal elevations, i.e., between the high and low tide elevations, for mangroves and elevations suitable for seagrass. In all, approximately 173,000 cubic yards of fill will be placed in and around the hole to build up three separate islands within the project footprint, on which the County will plant 10,000 red mangroves, which naturally grow between fifteen and twenty-five feet in height. (The County estimates that eighty to ninety percent of the mangroves will survive and grow to a height of at least fifteen feet.) The top of the islands, not including mangroves, will be just below the mean high water mark. The County also proposes locating planters along the seawall and oyster reefs along the southern end of the project. The planters are designed to extend out approximately twenty feet from the seawall and will be placed on sovereign submerged lands. The last five feet will consist of limestone rock. Mangrove, spartina, and seagrass habitats will provide a biodiverse source of food and habitat for other species, and occurs naturally within the Lagoon but has been lost over time. Oyster habitat is proposed for additional bio-diversity and to provide a natural water filtration function. From the County's perspective, the restoration project would be incomplete without all the habitats proposed. The planters will be at an intertidal elevation, planted with red mangroves and spartina, and faced with rock to reduce wave energy in the area. The oyster reefs are rock structures designed to rise one foot above mean high water line for visibility to boaters. The project also includes a boardwalk and attached educational kiosks on the south side of the project to bring the public in contact with the habitats. The County will maintain the boardwalk, empty the trash daily, and open/close the gates at sunrise/sunset. The County proposes a minimum ten-foot buffer between seagrass beds and the fill area. The project is part of the County's Lagoon Management Plan, which outlines the County's restoration goals within the Lagoon. The County has performed numerous other restoration projects within the Lagoon to re-introduce mangrove and seagrass habitat, such as Snook Island, which consisted of filling a 100- acre dredge hole, installing mangrove islands, seagrass flats, and oyster reefs. The Snook Island project restored mangrove habitat and recruited fish and bird species, including endangered and threatened species. Snook Island has remained stable, with no sediment deposition or erosion. The County intends to fill the dredge hole with native lagoon bottom sediment. A clam-shell machine will deposit the sediment below the water line to reduce turbidity. Sediment will be placed around the edges of the dredge hole, reducing the velocity of the fill as it settles to the bottom and encapsulates the muck, as required by Draft Permit Special Condition No. 19. The County will use turbidity curtains, monitor conditions hourly, and stop work if turbidity levels rise beyond acceptable standards. These precautions are included in Draft Permit Conditions 12, 13, and 14. The County will use construction barges with a four- foot draft to avoid propeller dredge or rutting and will place buoys along the project boundary to guide the construction barges, precautions integrated into the Draft Permit conditions. The County's vendor contracts require maintenance of construction equipment to prevent leakage. A similar condition is found in the Draft Permit. Both the intertidal and seagrass flats elevations at the top of the islands will be built at a 4:1 slope; elevations subject to wind and wave energy will be reinforced with a rock revetment constructed of filter cloth and rock boulders. Seagrass elevations will have no reinforcing rock because they are deep enough to avoid significant currents. Proposed drawings were signed and sealed by a professional engineer. The ERP Criteria To secure regulatory approval for an ERP, an applicant must satisfy the conditions in current Rules 40E-4.301 and 40E- 4.302. The first rule focuses primarily on water quantity, environmental impacts, and water quality. The latter rule requires that a public interest balancing test be made, and that cumulative impacts, if any, be considered. Also, the BOR, which implements the rule criteria, must be taken into account. a. Rule 40E-4.301 21. Paragraphs (1)(a), (1)(b), (1)(c), (1)(g), (1)(h), and (1)(k) and subsections (2) and (3) of the rule do not apply. Although Trump and Flagler have focused primarily on paragraphs (1)(d), (f), and (i) in their joint Proposed Recommended Order, all remaining criteria will be addressed. Paragraph (1)(d) requires that an applicant give reasonable assurance that the proposed activity "will not adversely affect the value of the functions provided to fish and wildlife and listed species by wetlands and other surface waters." Based on the project design, the filling of the dredge hole and capping of muck, the restoration of seagrass habitat, and the creation of mangrove habitat, the project will have no adverse impacts but rather will be beneficial to the value of functions for fish and wildlife. Paragraph (1)(e) requires that an applicant give reasonable assurance that the proposed activity will not adversely affect the quality of receiving waters. The County will be required to manage turbidity that may be generated from the project. In part, the turbidity will be contained by the proposed construction method for filling the dredge hole. As noted earlier, the native sand will be deposited using a clamshell-type arm to dump the sand under the water around the periphery of the edge of the downward slope of the dredge hole. This will continue around the periphery of the hole, building up a lip and letting it slide down towards the bottom of the hole, squeezing the muck into the center of the hole and beginning to encapsulate it. Once there are several feet of native sand over the muck to encapsulate it, the County will resume the filling at the target rate. Subsection 4.2.4.1 of the BOR requires that the County address stabilizing newly created slopes of surfaces. To satisfy this requirement, the County will place the fill at a 4:1 slope. The outer edge of the mangrove islands slope back to a 4:1 slope and use rock rip-rap to stabilize that slope. Also, filter cloth, bedding stones, and boulders will be used. Because water currents slow near the bottom, the 4:1 slope for the seagrass elevations on the bottom will not de-stabilize. There will be turbidity curtains around the project area. Those are floating tops and weighted bottoms that reach to the bottom and are intended to contain any turbidity that may be generated by the project. Specific Conditions 12, 13, and 14 require extensive monitoring of turbidity. The County proposes to use a barge with a draft no greater than four feet. This aspect of the project will require a pre-construction meeting and extensive monitoring throughout the project. As a part of the application review, the County performed a hydrographic analysis which was coordinated with and reviewed by the Department staff. There are no expected debris or siltation concerns as a result of the project. The more persuasive evidence supports a finding that over the long term, the project is expected to have a beneficial effect on water quality. By filling the dredge hole and providing habitat for seagrass, mangroves, and oysters, the project will provide net improvement to water quality. The requirements of the rule have been met. Paragraph (1)(f) requires that the applicant provide reasonable assurance that the activities will not "cause secondary impacts to the water resources." More detailed criteria for consideration are found in BOR Subsection 4.2.7. The County has provided reasonable assurance that through best management practices, it will control turbidity. Also, Specific Conditions in the proposed permit require that water quality monitoring be conducted throughout the process. There will be no impacts to upland habitat for aquatic or wetland dependent species. This is because a vertical seawall is located upland of the project site, and no surrounding uplands are available for nesting or denning by aquatic or wetland dependent listed species. A secondary impact evaluation also includes an evaluation of any related activities that might impact historical and archaeological resources. There are, however, no historical or archaeological resources in the area. If resources are uncovered during the project, Draft Permit conditions require notification to the Department of State. Finally, there are no anticipated future activities or future phases on the project to be considered. Rule 40E-4.301(1)(i) requires that the applicant provide reasonable assurance that the project "will be capable, based on generally accepted engineering and scientific principles, of being performed and of functioning as proposed." Trump and Flagler contend that the project cannot be constructed and successfully operated as proposed. Trump's expert witness, Joseph Pike, testified that there were ambiguities and conflicts within the plan drawings that would require changes upon build-out; either fill will be placed outside of the fill area, or the mangrove islands will be smaller than depicted. Mr. Pike also voiced concerns that a 4:1 slope would not be stable and might cause fill to migrate to existing seagrass beds. He further stated that the Snook Island project included 18:1 slopes, and he thought providing rock revetment only at the intertidal zone was insufficient. Mr. Pike acknowledged that he had used 4:1 slopes in lake projects; however, in a tidal project involving fill placement, he opined that a 4:1 slope was likely to "relax." He did not do calculations about what slope might hold and admitted that prior experience using similar slopes with the same type of fill might change his opinion. Finally, Mr. Pike noted that a portion of the dredge hole would not be filled and concluded that the project would not fully cap the muck. Trump's biologist, James Goldasitch, speculated that the water flow changes would cause sediment deposition on existing seagrass beds, possibly causing the seagrasses to die. He admitted, however, that the County's plans called for the creation of 3.44 acres of seagrass and did not know the amount of habitat created compared to the amount of habitat he anticipated being affected. The Department's engineer, Jack Wu, approved the hydrologic aspects of the County's plan, but Mr. Goldasitch speculated that Mr. Wu was more focused on shoreline stability than on depositional forces. Mr. Goldasitch never actually spoke to Mr. Wu regarding his analysis, and Mr. Wu's memorandum refers not only to engineering and construction aspects of the proposal but also to the criteria in Rules 40E-4.301 and 40E-4.302. Mr. Goldasitch believed the County's boardwalk will impact the seagrass beds by blocking sunlight, but acknowledged that the Draft Permit required the boardwalk to be elevated and portions to be grated. Both the Florida Fish and Wildlife Conservation Commission and the Department's expert witness concluded that the permit conditions for constructing the boardwalk, which are common, eliminated impacts to seagrass. Mr. Goldasitch further opined that the 4:1 slope might slump, but then deferred to the opinion of a registered engineer on this type of engineering matter. The County presented its professional engineer, Clint Thomas, who worked on the project design. Mr. Thomas explained that permit drawings are not intended to be construction-level in detail, but are merely intended to provide sufficient detail for the regulator to understand the project within the 8 and 1/2 by 11-inch paper format required by the Department. The County will ultimately prepare permit-level, construction-level, and as-built drawings. Permit conditions also require a pre-construction meeting. No fill will be placed outside the area designated for fill, and the 4:1 slope will start at the outer boundary of the designated fill area until it reaches the specified elevation. Mr. Thomas acknowledged that the plan view drawings depict a mangrove island too close to the western project boundary, but stated that the mangrove island would simply be placed farther to the east during the construction-level plan process. Islands will become smaller islands, but will not be relocated, and in no event will the fill area expand; the fill boundary is a very strict limit. There is no evidence that the County has ever violated a fill boundary established in a permit. The 4:1 slope was based on the type of fill proposed for the project and to maximize project features. Mr. Thomas has successfully used 4:1 slopes with non-compacted fill in the Lagoon, both at Snook Island in its as-built state and at other projects. The islands at Snook Island are similar to those proposed. Other areas in the Lagoon have held slopes steeper than 4:1 with the same type of fill. Therefore, Mr. Thomas opined the 4:1 slope would hold. In rendering this opinion, he explained that the currents in the project vicinity are only around 1.2 knots. Because currents slow near the bottom, the 4:1 slope for the seagrass elevations on the bottom will not de- stabilize. Mr. Thomas addressed the contention that a change in water flow velocity would cause sediment to deposit on existing seagrass. The oyster reefs are rubble structures that allow the water to flow through. If any sediment flows through, it will deposit on the north side of the oyster bar, rather than on the seagrass beds. Given these considerations, the evidence supports a finding that the project will function as proposed. Finally, paragraph (1)(j) requires that the County provide reasonable assurance that it has the financial, legal, and administrative capability to ensure that the activity will be undertaken in accordance with the terms and conditions of the permit. The evidence supports a finding that the County has complied with this requirement. In summary, the evidence supports a finding that the County has given reasonable assurance that the project satisfies the criteria in Rule 40E-4.301. b. Rule 40E-4.302 In addition to the conditions of Rule 40E-4.301, the County must provide reasonable assurance that the construction of the proposed project will not be contrary to the public interest. See Fla. Admin. Code R. 40E-4.302(1)(a)1.-7. Rule 40E-4.302(1)(a)1. requires that the Department consider whether the activity will adversely affect the public health, safety, or welfare or the property of others. Trump first contends that the project will increase the mosquito population. The evidence shows, however, that the mangroves will be placed below the mean high water mark and therefore no increase in mosquitoes should occur. Also, the design of the project, coupled with the local mosquito control program, should ensure that there will be no increase in mosquito population or a risk to the public health. Trump also raised the issue of an increase in trash along the boardwalk area or in the newly-created mangrove islands. The County presented evidence that there will be appropriate trash receptacles in the area as well as regular garbage collection. In terms of safety, navigation markers are included as a part of the project for safe boating by the public. The County consulted with the United States Coast Guard regarding navigation issues. Further, the project will not cause flooding on the property of others or cause an environmental impact on other property. Although a number of Trump residents expressed sincere and well-intended concerns about the project impacting the value of their condominiums (mainly due to a loss of view), BOR Subsection 4.2.3.1(d) provides that the "[Department] will not consider impacts to property values or taxes." Rule 40E-4.302(1)(a)2. requires that the Department consider whether the activity will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. Subparagraph 4. of the same rule requires that the Department consider whether the activity will adversely affect the fishing or recreational value or marine productivity in the vicinity of the activity. The proposed activity is a restoration project for the creation of seagrass and mangrove habitats. As such, it is beneficial to the conservation of fish and wildlife and is expected to increase the biotic life in the project area. Besides providing additional habitat for fish and wildlife, the project will add to the marine productivity in the area. In terms of recreational opportunities, the project is expected to be a destination for boating, kayaking, fishing, and birdwatching. The Florida Fish and Wildlife Conservation Commission has also recommended issuance of the permit with the standard manatee condition for in-water work. This recommendation has been incorporated as Specific Conditions 23 through 25 Rule 40E-4.301(1)(a)3. requires that the Department consider whether the activity will adversely affect navigation and the flow of water, or cause harmful erosion or shoaling. The nearest navigation channel is the ICW. The project is located outside of that area. Subsection 4.2.3.3 of the BOR provides additional guidance on the evaluation of impacts of this nature. Paragraph (a) of that subsection provides that, in evaluating a proposed activity, the Department "will consider the current navigational uses of the surface waters and will not speculate on uses which may occur in the future." Trump residents indicated that in the project area persons are now picked up off the seawall and then travel to the ICW. Access to the seawall is possible from the east and south, although existing shoals currently limit the approach from the south. Large boats do not use the area because of shoals. In general, "[t]here's not a whole lot of boating activity in the project area." The parties agree that if the project is constructed as designed, boats will not be able to travel directly out from the seawall in front on Trump or Flagler to the ICW, as they now do. However, navigation in the area will still be available, although not as convenient as before. As to water flow, shoaling, and erosion, the more persuasive evidence supports a finding that the 4:1 slope will be stable and will not cause fill to migrate outside of the boundaries of the project into existing seagrass beds. The tidal flow will continue through the area after construction without sediment deposition into existing seagrass beds or destabilizing the 4:1 slope. There will be no shoaling or erosion. Finally, the project will be permanent and there are no significant historical and archaeological resources in the area. See Fla. Admin. Code R. 40E-4.302(1)(a)5. and 6. In summary, the evidence supports a finding that the County's proposal is neutral as to whether the activity will adversely affect the public health, safety, welfare, or the property of others; that the County's proposal is neutral with respect to navigation, erosion and shoaling, and water flow, as well as to historical and archaeological concerns; and that the County's proposal is positive with respect to the conservation of fish and wildlife, recreational values and marine productivity, permanency, and current values and functions. When these factors are weighed and balanced, the project is not contrary to the public interest and qualifies for an ERP. D. Proprietary Authorization Chapter 18-21 applies to requests for authorization to use sovereign submerged lands. The management policies, standards, and criteria used to determine whether to approve or deny a request are found in Rule 18-21.004. In making its review, the Department reviews the rule in its entirety; it also looks at the forms of authorization (e.g., letters of consent, leases, deeds, or easement) to determine the most appropriate form of authorization for an activity. Trump and Flagler have raised contentions regarding the proprietary authorization, including whether the application should have been treated as one of heightened public concern, whether the proper form of authorization has been used, and whether their riparian rights are unreasonably infringed upon by the project. Heightened Public Concern Rule 18-21.0051 provides for the delegation of review and decision-making authority to the Department for the use of sovereign submerged lands, with the following exception found in subsection (4) of the rule: (4) The delegations set forth in subsection (2) are not applicable to a specific application for a request to use sovereign submerged lands under Chapter 253 or 258, F.S., where one or more members of the Board, the Department, or the appropriate water management district determines that such application is reasonably expected to result in a heightened public concern, because of its potential effect on the environment, natural resources, or controversial nature or location. On March 13, 2008, the Department's West Palm Beach District Office sent a "heightened public concern [HPC]) memo" to the Department's review panel in Tallahassee,3 seeking guidance as to whether the project required review by the Board of Trustees under the above-cited rule. The Department emailed the County on March 14, 2008, stating that the project would be elevated to the Board of Trustees for review to approve the entire Lagoon Management Plan. The County asked for reconsideration, concerned over timing restraints on grant opportunities. This concern is based on the fact that the County will receive grant monies to assist in the construction of the project and must have regulatory approval by a date certain in order to secure those funds. A second HPC memorandum was sent to the review panel on April 22, 2008. Part of the interim decision to elevate the application to the Board of Trustees concerned the boardwalk connection to the City of West Palm Beach's existing seawall. The City of West Palm Beach is the upland owner of the seawall, sidewalk, and Flagler Drive. On June 9, 2008, the Mayor of West Palm Beach sent a letter to the Department stating that the City "fully supports" the proposed activity, and that the County and the City collaborated on the design of the project, held joint public meetings, and produced a project video. See Department Exhibit Trump and Flagler argue that under the City Charter, the Mayor cannot unilaterally bind the local government to allow structures to be built on City property. Assuming this is true, one of the remaining conditions for the County to initiate the project is to obtain a "letter of concurrence" from the City of West Palm Beach authorizing the County to connect the boardwalk to the seawall. Therefore, the review panel ultimately concluded that the application could be reviewed at the staff level and did not require Board of Trustees review. The evidence at hearing did not establish that the application was one of heightened public concern, given the limited size of the project, its location, and the net benefit to both environmental and natural resources. Compare Brown, et al. v. South Fla. Water Mgmt. Dist., et al., DOAH Case No. 04-0476, 2004 Fla. ENV LEXIS 112 (DOAH Aug. 2, 2004, SFWMD Sept. 8, 2004). Therefore, review by the Board of Trustees was not required. Form of Authorization Trump and Flagler contend that an easement is required by the County, rather than a consent of use. The standard for obtaining an easement is more stringent than a consent of use, and an easement offers a greater interest in sovereign lands. Rule 18-21.005(1) provides the general policy direction for determining the appropriate form of authorization and reads in relevant part as follows: It is the intent of the Board that the form of authorization shall grant the least amount of interest in the sovereignty submerged lands necessary for the activity. For activities not specifically listed, the Board will consider the extent of interest needed and the nature of the proposed activity to determine which form of authorization is appropriate. This rule requires that the Department should apply the lowest and least restrictive form of authorization. Trump and Flagler argue that the County's project constitutes a spoil disposal site under Rule 18-21.005(1)(f)8., a public water management project other than public channels under Rule 18-21.005(1)(f)10., or a management activity which includes "permanent preemption by structures or exclusion of the general public," as described in Rule 18-21.005(1)(f)11. Each of these activities requires an easement rather than a letter of consent in order to use sovereign submerged lands. The evidence shows that the County's project is not a spoil disposal site. Also, it is not primarily a public water management project as there is no evidence that the project relates in any way to flood control, water storage or supply, or conservation of water. Likewise, there is no evidence indicating that the activities will prevent access by the public by exclusion. Even though many of the features (structures) of the project will be permanent, the project is intended to generally increase public access to water resources, as well as the islands, boardwalk, and kiosks. Besides raising the issue of heightened public concern, the second HPC Memorandum dated April 22, 2008, sought guidance as to whether the project required a consent of use or an easement. The review panel concluded that the project qualified for a consent of use, rather than an easement under Rule 18- 21.005(1)(f), because the County's project most closely fits the definition in Rule 18-21.005(1)(c)15. That rule provides that if the proposed activity involves "[h]abitat restoration, enhancement, or permitted mitigation activities without permanent preemption by structures or exclusion of the general public," an applicant may use sovereign submerged lands with a consent of use. Because the County's project increases public access not only to water resources in the Lagoon but also to the permanent structures being built, it more closely falls within the type of activity described in Rule 18-21.005(1)(c)15. Notably, all of the County's restoration projects in the Lagoon have been previously authorized through a consent of use. Finally, the review panel concluded that the project did not fall under Rule 18-21.005(1)(f)16., which requires an easement for environmental management activities that include "permanent preemption by structures or exclusion of the general public" because of the rule's focus on the exclusion of the general public. Riparian Rights The parties have stipulated, for the purpose of this proceeding, that Trump and Flagler have riparian rights, including view, ingress/egress, fishing, boating, swimming, and the qualified right to apply for a dock, that should be considered. Trump and Flagler contend that their right to wharf out (build a dock) from the seawall, ingress/egress from navigable water, and view will be unreasonably infringed upon if the application is approved. See Fla. Admin. Code R. 18- 21.004(3)(a)("[n]one of the provisions of this rule shall be implemented in a manner that would unreasonably infringe upon the traditional, common law riparian rights, as defined in Section 253.141, F.S., of upland property owners adjacent to sovereignty submerged lands"). For the reasons given below, the greater weight of evidence establishes that none of these riparian rights will be unreasonably infringed upon. Currently, while access is possible from the east and the southern approaches, existing shoals limit the southern approach. The boardwalk will further limit boat traffic on the south end, and boats would not be able to cross over the islands. Boat traffic will still be able to access the cove from the north end, and the restoration project will create a boating destination. Trump witness Pike opined that the County's project would negatively affect navigation between the upland parcels and the ICW because the project would eliminate the eastern and southern approaches and leave only the northern approach, which could not be used by both parcels fully. The County's expert, Dr. Nicholas De Gennarro, testified that, during his site visits, he observed boat traffic waiting for the drawbridges using the east side of the ICW away from the project site. Dr. De Gennarro noted that several existing structures are closer to the ICW than the proposed County project, which lies 220 feet away from the ICW. Thus, Dr. De Gennarro concluded that the project would not impact navigation in the ICW. With respect to ingress/egress, Dr. De Gennarro acknowledged that access to the Trump and Flagler properties would not be available from the southern and eastern approaches, but concluded that the restriction represented nothing more than an inconvenience. He noted that the southern approach was already a less preferable approach due to existing shoals. At present, there is very little boating in the area outside of special events. While the project would limit the use of boats directly over the one and one-half acres of mangrove islands, the project will provide a boating destination. Further, both the City docks to the north of the site and the temporary docks in front of Flagler's property –- both used for special events –- will still be available under the County's proposal. There is no swimming and very little fishing in the area because of the degraded conditions caused by the dredge hole. Accordingly, while the project will fill a small portion of water currently available, but not used, for swimming, it will greatly enhance swimming by providing a destination for swimmers. The mangroves planned for the intertidal islands are likely to reach a height of fifteen feet and will be interspersed with spartina. The seawall is located six feet above the water line, making a person's view at eye level already several feet above the water. Trump and Flagler's buildings are built at even higher elevations. Therefore, the mangroves will not substantially obscure the view from either property, even at street level where the view is already partially obscured by existing landscaping. The Lagoon is approximately 2,000 feet across. From north to south around one hundred acres of water can now be viewed from the vicinity. Since the intertidal islands only comprise one and one-half acres, the overall impact to the view of the water body is very small. The mangroves in the planters extending out from the seawall will be trimmed to one foot above the seawall; the County requested the condition and committed at hearing to trimming the mangroves if the City of West Palm Beach does not. County photographs show Trump and Flagler's present view of the water body and demonstrate the comparatively small percentage of the view affected by the one and one-half acres of mangrove islands. See County Exhibits 133a-e and 134a-d. The photographs also demonstrated that sizeable palm trees are already part of the existing view. Additionally, the County photographs depicted the small impact that trimmed mangrove planters would have on the view. The area obstructed by the mangrove islands and seagrass is negligible compared to the expanse of the existing view. Trump and Flagler offered no evidence to contradict the County's analysis regarding the scope of the impact on the view. Trump residents Dale McNulty, Dean Goodman, and Charles Lemoine testified that they personally would not want to view mangrove islands regardless of tree size or the size of the islands. Understandably, after years of unfettered view and an open expanse of water, they are opposed to any type of project in this area of the Lagoon. However, Mr. Goodman acknowledged that he would still be able to see the Town of Palm Beach from his unit. The evidence supports a finding that while the project will undoubtedly alter the view of the water from both Trump and Flagler's property, the impact on view is not so significant as to constitute an unreasonable infringement of their riparian rights. Mr. Lemoine stated that he had a forty-foot trawler that he would like to dock in front of his property. He currently docks the boat at a marina twenty miles north of the Trump property. He prefers to bring his boat in stern first and enter slips oriented north to south. He indicated that he can drive his boat in five feet of water, but prefers six feet; however, he also testified that he has brought his boat directly up to the bulkhead in front of Trump, which is approximately a two- or three-foot depth. The witness has seen sailboats and other boats moored near the bulkhead over extended timeframes. Mr. Lemoine speculated that Trump might seek a dock, either alone or in conjunction with Flagler, but admitted that Trump has never applied for a dock permit. He stated that Trump has had discussions about the possibility of a dock over the last fifteen years and speculated that a dock plan might include anything from the purchase/lease of the City docks to a lease of Trump's riparian interests to a third party. By contrast, Trump resident and former Board member Dean Goodman indicated "the idea was to provide an amenity [for] a number of people that are in the building that are boaters." Mr. Goodman stated that he hoped to be able to have a boat in front of the building someday, but did not own a boat in Florida. Association president Dale McNulty explained that, while informal discussions have occurred regarding the possibility of a dock, no official action had been taken. Mr. McNulty characterized the dock plans as being "sort of in the land of wishful thinking." Mr. Pike, while acknowledging that both parcels would still be able to design a dock for their property, opined that the County's project unreasonably limited the size and configuration of the docks possible. Mr. Pike initially admitted that a safe navigation depth for a forty-foot boat, or even a sailboat, was four feet below mean low water (MLW), but stated that he would prefer to design a dock with an additional two-to- three feet of water below the four-foot draft to avoid propeller damage. However, Mr. Pike conceded that he has designed docks for boats in four feet below MLW and ultimately based his own calculations on an assumption of a four-foot draft and one-foot cushion, or five feet below MLW. Mr. Pike also opined that a north-south alignment for boat slips was a preferred slip orientation. Given the bathymetry in the area and the documented seagrasses, Mr. Pike estimated that twenty slips could be designed for the Flagler property, rather than the thirty-four slips provided for by the County Manatee Protection Plan. He thought that a design might accommodate thirty to thirty-two slips for Trump, rather than the forty-slips provided for by the County Manatee Protection Plan. Based on the limitation on number of slips and configurations, the witness opined that the County's project would unreasonably interfere with Trump and Flagler's ability to design a dock. He admitted, though, that the numbers derived from the County Manatee Protection Plan represent a maximum number, rather than a specified or guaranteed number. He further admitted that other agency limitations may further restrict Trump and Flagler's right to dockage. Without a permit application or plan from Trump or Flagler, County witness Robbins concluded that the most reasonable assumption was an owner-oriented facility designed for the building owners/tenants. The County introduced a graphic illustrating areas available for dock construction, with sufficient depth for 35- to 40-foot boats (-6 feet NGVD) and with no seagrasses present. Rule 18-21.004(4)(b)2. limits ownership-oriented facilities generally to forty square feet for each foot of riparian shoreline, giving Trump the ability to apply for a dock that preempted a maximum of 16,000 square feet, and Flagler a maximum of 14,000 square feet. Under the County Manatee Protection Plan, Trump would be limited to forty slips; Flagler would have the potential for thirty-four slips. Mr. Robbins testified that, in his experience, a minus five MLW is a common depth for docks, but that elevations as shallow as a minus four MLW could be used depending on the type of boats and the dock configuration. Mr. Robbins explained that, even with the County's project in place and factoring in the other limitations, Trump would still have 61,842 square feet of potential space within which to design a dock. Flagler would still have 41,481 square feet of potential space, even considering the need to retain a path for ingress and egress from the Trump parcel. A more detailed analysis of the seagrasses might make more square footage available for dock construction. Dr. De Gennarro also evaluated whether a dock could be designed to serve Trump and Flagler's parcels. The vessel owner statistics for the County indicate that at least ninety-five percent of the boats registered in the County are thirty-nine feet or less; consequently, Dr. De Gennarro focused on boats forty feet or less. Dr. De Gennarro considered the water depths and the existence of subaquatic vegetations and concluded that the graphic presented by Mr. Robbins was conservative, but still provided adequate space for both Trump and Flagler to construct appropriate dockage, allowing thirty-eight boats for Trump and thirty-two for Flagler of varying size. However, Dr. De Gennarro concluded that a dock design of forty slips for each would also be possible, depending on the size of the boats. Dr. De Gennarro proposed that a single, double-loaded parallel dock design would be a good layout for a potential docking facility in front of both Trump and Flagler's property that would be protected by the County's proposed islands, provide sufficient water depths, and provide an attractive facility. He specified, however, that the single, double-loaded parallel dock design was simply one of "many" that might work in the given space. Dr. De Gennarro explained that the existing dredge hole would not be a preferable location for either a mooring field or a dock because the deep muck-bottom would drive up the costs for either type of facility. Accordingly, Dr. De Gennarro concluded that the County's project would not foreclose or even substantially restrict the ability to locate a dock in front of Trump and Flagler’s property. The more persuasive evidence supports a finding that neither the right of ingress/egress nor the right to boat in the vicinity is unreasonably infringed upon by the County's project. Trump and Flagler will continue to have reasonable access to navigation. The northerly approach preserved by the County's project will allow for boat traffic to safely navigate in the area. While the southerly and easterly approaches are eliminated by the County's plan, the evidence indicates that the two approaches were less preferable than the northerly approach because of the presence of shoals. Based on the above considerations, the County's project will not unreasonably infringe upon Trump or Flagler's qualified right to a dock. The fact that the project might preclude the design and permitting of a dock that would host very large vessels does not mean that Trump and Flagler's rights regarding docking have been unreasonably infringed. The evidence shows that substantial docking facilities of multiple configurations are still possible even if the County's project is approved. In summary, the County's application for proprietary authorization should be approved. Other Contentions All other contentions raised by Trump and Flagler have been considered and are found to be without merit.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department enter a final order approving the County's application for a consolidated ERP and consent to use sovereignty submerged lands. DONE AND ENTERED this 24th day of September, 2009, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 24th day of September, 2009.
The Issue The preliminary issue in this case is whether the South Florida Water Management District (District) has jurisdiction over the Petition for Formal Administrative Hearing (Petition) filed by the Save the Manatee Club (Club)--i.e., whether the Petition was timely or, if not, if the District has jurisdiction under principles of equitable tolling or excusable neglect.
Findings Of Fact On October 11, 1999, Hidden Harbor filed with the District an application for an Environmental Resource Permit (ERP) to construct and operate a surface water management system serving a proposed residential development in Lee County, Florida. In January 2001, the Club sent an email to the Florida Wildlife Conservation Commission (FWCC) stating that it was concerned about Hidden Harbor's Application No. 991011- 13, as it might impact an area the Club would like to see as a manatee sanctuary, and was requesting copies of all FWCC documents relating to the permit. FWCC forwarded a copy of this email to the District on January 19, 2001. At the time, the Club's internet website gave the address of its main office in Maitland, Florida, as the Club's official mailing address. On April 9, 2001, the Club opened a Southwest Florida regional satellite office in Estero, Florida, and installed Laura Combs as Regional Coordinator in charge of that office. Responsibility for monitoring the Hidden Harbor application was delegated to Combs and the satellite office. Nonetheless, the Club's website continued to give the address of its main office in Maitland, Florida, as the Club's official mailing address. Combs's prior work experience with the Club was as assistant director of governmental relations in Tallahassee, Florida. In that position, she tracked legislation and actions of the Governor and Cabinet that were of interest to the Club. She had no role in the filing of petitions for administrative hearings on actions of governmental agencies. Combs's education included a bachelor's degree in English and a master's degree in urban and regional planning. She did not have specific legal education in the filing of petitions for administrative hearings on actions of state governmental agencies. On May 30, 2001, the District mailed to the Club at its Maitland office address a letter enclosing the "District's staff report covering the [Hidden Harbor] permit application [No. 991011-13]" and notifying the Club that the "recommendations as stated in the staff report [to grant the attached draft permit] will be presented to our Governing Board for consideration on June 14, 2001." The Club also was advised: Should you wish to object to the staff recommendation or file a petition, please provide written objections, petitions and/or waivers (refer to the attached "Notice of Rights") to [the District's deputy clerk]. The "Notice of Rights" addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. You are advised, however, to be prepared to defend your position regarding the permit application when it is considered by the Governing Board for final agency action, even if you agree with the staff recommendation, as the Governing Board may take final agency action which differs materially from the proposed agency action. The Notice of Rights stated that it was intended to conform to the requirement of Section 120.569(1), Florida Statutes, to "inform the recipient of any administrative hearing or judicial review that is available under this section [120.569(1)], s. 120.57 or s. 120.68." It cautioned: Please note that this Notice of Rights is not intended to provide legal advice. Not all the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attorney regarding your legal rights. The Notice of Rights included a section entitled "Petition for Administrative Proceedings," which stated in pertinent part: A person whose substantial interests are affected by the South Florida Water Management District's (SFWMD) action has the right to request an administrative hearing on that action. The affected person may request either a formal or an informal hearing, as set forth below. A point of entry into administrative proceedings is governed by Rules 28-106.111 and 40E-1.511, Fla. Admin. Code, (also published as an exception to the Uniform Rules of Procedure as Rule 40E-0.109), as set forth below . . .. Formal Administrative Hearing: If a genuine issue(s) of material fact is in dispute, the affected person seeking a formal hearing on a SFWMD decision which does or may determine their substantial interests shall file a petition for hearing pursuant to Sections 120.569 and 120.57(1), Fla. Stat. or for mediation pursuant to Section 120.573, Fla. Stat. within 21 days . . . of either written notice through mail or posting or publication of notice that the SFWMD has or intends to take final agency action. Pertinent to this case, the Notice of Rights included a verbatim reproduction of Florida Administrative Code Rule 28- 106.201, addressing required contents of a petition to initiate proceedings involving disputed issues of material fact. Rules 28-106.111, 40E-1.5111, and 40E-0.109 were not reproduced in the Notice of Rights. It is not clear from the evidence when the letter dated May 30, 2001, with attachments (the Notice Correspondence), was received in the Club's Maitland office. It was not date-stamped, as time-sensitive correspondence normally would be. Apparently, it was decided to forward the Notice Correspondence to the new satellite office in Estero for handling. Combs received the forwarded Notice Correspondence in early June 2001. This was the "first time [Combs] had been through this type of process." Combs reviewed the Notice Correspondence, eventually focusing on paragraph 1.a. of the "Petition for Administrative Proceedings" section of the Notice of Rights. She did not read any of the cited statutes and rules except for the rules reproduced verbatim as part of the Notice of Rights. Combs made conflicting statements regarding her understanding of the District's administrative process. However, it appears that she understood that the Club could file a petition within 21 days of receipt of the Notice Correspondence, or within 21 days of the "final" action of the District's Governing Board. She testified that, because the Notice Correspondence did not bear a date-stamp, it was unclear when the first 21-day time period began or ended; as a result, she decided to wait until the District's Governing Board took "final" action and file a petition within the second 21-day time period. Combs appeared at the meeting of the District's Governing Board on June 14, 2001, and spoke in opposition to issuance of the draft permit. Notwithstanding the Club's opposition, the Governing Board decided to issue the draft permit. Combs does not have authority to file petitions for administrative hearings on District actions. She consulted with her supervisor, Patricia Thompson, and they made a recommendation to the Club's governing board, which has ultimate authority to file petitions. Prior to Combs's involvement in the Hidden Harbor application, the Club had staff legal counsel, who could be consulted with respect to the filing of petitions and would advise the Club's governing board. However, the Club did not have staff legal counsel at the time of Combs's involvement and through the time of filing of this petition. (The Club now again has staff legal counsel.) Neither Combs nor Thompson saw any need to consult an attorney. It is not clear when the recommendation of Combs and Thompson was presented to the Club's governing board or when the Club's governing board made its decision to file the Petition. Neither Thompson nor any member of the Club's governing board (nor anyone else who may have participated in the decision to file the Petition) testified. Several (according to Combs, approximately 12) times after the District's Governing Board's meeting on June 14, 2001, Combs telephoned the District's offices to obtain a copy of the District's Governing Board's "final" action when it was reduced to writing. It is not clear from the evidence why several telephone calls were required. Eventually, on June 26, 2001, Combs received a copy of the permit issued to Hidden Harbor; there was no Notice of Rights attached. On July 17, 2001, the Club filed its Petition challenging the permit issued to Hidden Harbor. In the meantime, Hidden Harbor had obtained a final development order from Lee County in reliance on the Club's failure to petition for an administrative hearing. The Club is not a newcomer to Florida's administrative process. It can be officially recognized that the Club has participated in numerous proceedings before DOAH. At least one of those cases involved issues similar to those presented for determination in this case. See Conclusion of Law 32, infra.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the South Florida Water Management District enter a final order dismissing the Petition. DONE AND ENTERED this 6th day of December, 2001, in Tallahassee, Leon County, Florida. _________________________________ J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 6th day of December, 2001. COPIES FURNISHED: Cindy L. Bartin, Esquire Post Office Box 861118 St. Augustine, Florida 32086 Martha M. Collins, Esquire 233 3rd Street North, Suite 100 St. Petersburg, Florida 33701 Keith W. Rizzardi, Esquire South Florida Water Management District 3301 Gun Club Road West Palm Beach, Florida 33406-3089 Frank R. Finch, Executive Director South Florida Water Management District Post Office Box 24680 West Palm Beach, Florida 33416-4680
The Issue The issue in this case is whether an Application to the South Florida Water Management District for Authority to Utilize Works or Land of the District filed by Respondents, Joint Facilities Board of River Oaks H.O.A. and Little Oaks H.O.A., should be approved by the South Florida Water Management District.
Findings Of Fact Petitioners, Arthur Pivirotto and Ann H. Pivirotto presented no evidence in this matter. Petitioners have, therefore, failed to meet their burden of proof that Right of Way Occupancy Permit Application Number 94-1005-2 should not be granted.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the South Florida Water Management District enter a Final Order in case number 96-0870 dismissing the Petition for Formal Proceedings Per 40E-1.521 Fl. Admin. Code and 120.57 F.S. DONE and ENTERED this 2nd day of August, 1996, in Tallahassee Florida. LARRY SART1N, 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 2nd day of August, 1996. COPIES FURNISHED: William A. Fleck, Esquire 6650 West Indiantown Road Suite 200 Jupiter, Florida 33458 Charles H. Burns, Esquire 1080 East Indiantown Road Jupiter, Florida 33477 Scott Allen Glazier, Esquire South Florida Water Management District 3301 Gun Club Road West Palm Beach, Florida 33406 Donald S. Fradley, Esquire 27 Pennock Lane Jupiter, Florida 33458 Alan J. Cooper, Esquire Tequesta Corporate Center 250 Tequesta Drive, Suite 200 Tequesta, Florida 33469 Samuel E. Poole, III, Executive Director Department of Environmental Protection South Water Management District Post Office Box 24680 West Palm Beach, Florida 33146
The Issue The issue here concerns the entitlement of the Petitioner, Hernstadt Broadcasting Corporation to be granted certain environmental permits from the Respondent, State of Florida, Department of Environmental Regulation, which would allow the Petitioner to construct a radio transmitter tower and access dock within the Biscayne Bay which is located in Dade County Florida. 1/
Findings Of Fact The Petitioner in this action, Hernstadt Broadcasting Corporation, owns and operates radio station WKAT, which is located in Miami Beach, Dade County, Florida. The Petitioner is licensed by the Federal Communications Commission to pursue this enterprise. On April 30, 1980, the State of Florida, Department of Environmental Regulation received an application from the Petitioner, which application requested permission to construct a radio transmitter tower and access dock in Biscayne Bay, Dade County, Florida. (The tower end dock are part of a proposed station complex in which the radio station building is to be constructed upland from the Bay.) The project, if allowed, would be located off the north side of the Julia Tuttle Causeway which connects the City of Miami and the City of Miami Beach via the Biscayne Bay. The tower and access dock, if constructed, would be located in submerged lands owned by the State of Florida. In view of the location of this apparatus in Biscayne Bay, it would be subject to the provisions of the Biscayne Bay Aquatic Preserve Act found in Chapter 258, Florida Statutes, together with other provisions of statute and rule. To place the access dock in the Bay, the Petitioner proposes to drive pilings into the Bay bottom to support the access dock which is 200 feet long and four (4) feet wide. The support mechanism for the radio tower would also be constructed by the driving of pilings into the Bay bottom and the radio transmitting tower, once built, would be 400 feet tall and would have attached stabilizing guy wires connected to anchors driven into the Bay bottom. As the pilings are driven into the floor of the Bay, the displaced soils will be compressed into lower elevations or redistributed against the pilings. Respondent's Exhibit No. 15, admitted into evidence, is a copy of the original application for permit, which was modified by site plans and sketches depicted in Respondent's Exhibit No. 16, admitted into evidence, shortening certain dimensions related to the access dock. (These modifications came about subsequent to the Department of Environmental Regulation's permit application appraisal found as Petitioner's Exhibit No. 10, which is dated June 23, 1980.) After review of the project, in the face of the aforementioned modifications, the Department of Environmental Regulation issued a letter of intent to deny the permit request. This letter of intent was dated September 9, 1980, a copy of which may be found as petitioner's Exhibit No. 11, admitted into evidence. The authority stated for such denial are these provisions of Subsection 258.165(3)(b), Florida Statutes (Supp. 1980), and Rule 17-4.242(1), Florida Administrative Code. Subsequent to the issuance of the letter of intent to deny, a further modification was made on the project increasing the length of the proposed access dock to the presently requested 200 feet. This modification is depicted in petitioner's Exhibit No. 12, admitted into evidence, which shows site plans and other pertinent information related to the project. Another modification to the project which the Petitioner claims is not subject to permit review by the Department of Environmental Regulation, and for which the Department of Environmental Regulation takes a contrary point of view, concerns the use of a grid of nickel-plated copper straps, approximately 40 feet by 40 feet, constituted of a mesh of approximately 1/4 inch in diameter by 1 inch sections to be placed underneath the tower and on the Bay bottom for purposes of grounding the tower. This item was not made known to the Respondent until September 30, 1980, at a time subsequent to the letter of intent to deny. The Petitioner in this action pursues the project on the basis of a joint use agreement entered into with the State of Florida, Department of Transportation, in which the Department of Transportation, in return for the ability to use the radio tower for communications in connection with a surveillance and traffic control system for Interstate Highway-95 and for the ability of the City of Miami, Florida, to use the facility for a tactical communication repeater installation, would grant to the Petitioner the Department of Transportation's rights and opportunities as easement holder in the area where the subject project would be constructed. See Petitioners' Exhibit No. 3, admitted into evidence. The Department of Transportation's rights stem from an easement grant from the Trustees of the Internal Improvement Trust Fund. See Petitioner's Exhibit No. 13, admitted into evidence. The rights of the Petitioner, by assignment from the Department of Transportation, do not relieve Petitioner of the obligation to gain the necessary approval of the Trustees of the Internal Improvement Trust Fund in the person of the State of Florida, Department of Natural Resources for permission to use those submerged lands over which the access walkway and tower would be constructed, notwithstanding any rights and privileges assigned to the Petitioner by the Department of Transportation as easement from the Trustees of the Internal Improvement Trust Fund. This is true because the perpetual easement granted from the Trustees to the Department of Transportation for right-of-way and dredging purposes related to the roadway which is constituted of the Julia Tuttle Causeway and to the adjacent Bay bottoms related to construction and maintenance of that roadway, does not envision assignment of the submerged lands to an entity in the position of the Petitioner, which entity does not have as its purpose the construction or maintenance of the roadway; hence, the necessity to gain permission from the Department of Natural Resources if the access dock and tower are to be constructed on the submerged land of the State. The easement held by the Department of Transportation is specific in nature and does not contemplate the construction of a radio station. (It is not necessary to comment on the question of whether a joint use agreement between the Department of Transportation and Hernstadt as that Department's assignee for rights and privileges bestowed upon the Department from the Trustees based on the easement rights granted on October 2, 1941, would allow the construction of the building of the radio station building which would be at the upland terminus of the access dock which also adjoins the radio tower, the Department of Environmental Regulation having offered no claim for permitting jurisdiction over the radio station building.) The Petitioner proposes to move its radio station from the existing location in Miami Beach because buildings in the general area of the radio station interfere with the radio signal and, in addition, there is interference caused by radio transmissions from Cuba. The terms of the license held by Petitioner on issuance from the Federal Communications Commission limit the movement of the station's transmitter tower to a location no more than four (4) miles from the current location. At the time of the hearing, the Petitioner had not located an alternative tower site, other than the proposed site. As stated before, if the tower were constructed, the State of Florida, Department of Transportation would utilize the tower in its communications network and the City of Miami Fire and Police Departments would likewise desire to use the tower. The Florida Marine Patrol and the Florida Highway Patrol would also be interested in using the proposed tower for communications purposes. The City of Miami Planning and Advisory Board and the City Commission of that municipality would be in favor of the construction of the proposed radio tower. Dade County, Florida, has adopted a Comprehensive Master Plan, copies of which may be found as Respondent's Exhibit No. 19, admitted into evidence. Within that document is a discussion of environmental concerns within the county to include Biscayne Bay and, in particular, concern for protection of environmentally sensitive areas such as Biscayne Bay and an interest by the County to provide a wide range of public water oriented opportunities for the populace. Subsequent to the time of the submission of the permit application, and specifically, in October, 1980, Dade County, through its Metropolitan Planning Department and in conjunction with the Metropolitan Dade County Environmental Resources Management Department prepared a proposed Biscayne Bay Management Plan, a copy of which may be found as Respondent's Exhibit No. 17, admitted into evidence. This plan was approved by the Board of County Commissioners of Dade County, Florida, by an Ordinance, a copy of which may be found as the Respondent's Exhibit No. 18, admitted into evidence. The Biscayne Bay Management Plan encourages the enhancement of public access to the Bay for uses such as fishing, boating, shoreline wading and view in and the preservation and enhancement of the environmental, chemical and aesthetic qualities of the Bay. Furthermore, if the necessary permission could be obtained, Dade County, has future plans to use the subject Julia Tuttle Causeway as a public access to the Bay. The location of the radio tower and associated facilities would interfere with the proposed use by Dade County. The Department of Environmental Regulation, in keeping with Section 403.0615, Florida Statutes, 2/ through a program in conjunction with Dade County is attempting the restoration of the biological and chemical characteristics of the Biscayne Bay. Some of the items included in this program would be enhancement of aquatic vegetation, including seagrasses and mangroves and the promotion of aesthetics and public access to Biscayne Bay, to include the area of the Julia Tuttle Causeway. Radio station WKAT presents public service programs; is a part of the Emergency Broadcasting System and broadcasts emergency information in times of natural disaster. On the question of environmental implications of this project, the placement of the pilings would cause the destruction of certain seagrasses in that area, while at the same time promoting the introduction of marine life along the surfaces of the tower and dock supports. Seagrasses in the area where the grounding system would be placed may be destroyed and although the copper to be used would be nickel plated, thereby inhibiting the release of the toxic properties of the coated copper, eventually the nickel plating would break down and the marine life communities adjacent to the mesh would be harmed by the copper. The loss of seagrasses under the grid could cause a reduction in fish population. The installation of the radio tower and access dock in the Biscayne Bay is an impediment to navigation; however, the Petitioner intends to place channel markers to divert boat traffic away from the tower and its environs. There is no expected difficulty with run-off, discharges or other forms of pollution related to the construction or operation of the tower facility, although there will be some turbidity caused in the construction phases of the project. The project would be located in a State Aquatic Preserve within the meaning of Chapter 258, Florida Statutes; would be located in waters of the State within the meaning of Chapters 253 and 403, Florida Statutes; would be in navigable water within the meaning of Chapter 253, Florida Statutes, end would be in an Outstanding Florida Water within the meaning of Rule 17-4.242(1), Florida Administrative Code.
Findings Of Fact Permitting History This development was originally known as North Largo Yacht Club and was owned and developed originally by the Largo Brand Corporation. That developer and this development received Development of Regional Impact approval from the county commission of Monroe County in accordance with Chapter 380, Florida Statutes in 1974. In 1975 that developer received various permits and water quality certifications authorizing construction of the "Atlantic Marina" (the existing marina) from both the Florida Board of Trustees of the Internal Improvement Trust Fund and the United States Army Corps of Engineers. The marina was ultimately constructed and no further governmental approvals are required for the present Respondents to make full use of the existing marina which has an authorized boat capacity of 363 boat slips, which are situated around long piers extending from the shore of the marina basin out into the marina basin. Sometime after construction of the marina, the mortgagee, through foreclosure, obtained title to the property from Largo Brand Corporation which has since dissolved, ultimately conveying it to City National Bank as trustee under a Florida land trust. City National Bank filed the present application in its original form but in February, 1984, conveyed the property to Port Bougainville, Inc. and Port Bougainville Enterprises, Inc., the present Applicant/Respondent who succeeded City National Bank as the real parties in interest prosecuting the present permit application, as modified. The permit application as it presently exists is the result of various modifications suggested by the Department of Environmental Regulation and agreed to by the present Applicant/Respondents, which had the effect of causing the Department to change its position from one of denial of the permit to one of approval, by issuance of a Notice of Intent to grant the permit in June of 1984. The Applicant/Respondent's original decision to apply for the new permit was based upon aesthetic considerations and a desire to redesign and change the theme of the development and the marina itself. It is thus proposed that the boat-mooring facilities be moved to the periphery of the basin and the piers or docks extending out into the basin be removed. This would create an open body of water in the basin, more in keeping with the "Mediterranean Village Harbor" theme of the entire development. The original application filed in early 1984, called for realignment of the docks rather than removal, and the creation of various baylets or inlets along the access canal and contained no proposal for shoaling the existing boat basin. The Department used this original proposal as a basis for its Intent to Deny the Permit Application since it considered those modifications unacceptable in terms of the likelihood that it might degrade water quality or at least not improve the ambient water quality then existing in the marina basin and entrance canal. The Respondents acceded to the demands of the Department, employed additional consultants and redesigned the project, including the creation of a sophisticated hydrographic model by which, and through which, the Respondents ultimately proposed (with the Department's agreement) to revise the application as follows: Shoal the entire basin and canal system to no more than -6 Ft. mean low water; widen and sculpt the access canal on the west side and install solid flow baffles on the east side so as to create a sinusoidal or curving configuration in the canal to improve mixing of the water in the canal and basin system; remove the existing docks and construct new docks around the periphery of the basin so as to provide a decreased number of boat slips and capacity for a total of 311 boats; install one bubble screen surrounding the fueling facilities to contain oil and fuel spills and another at the entrance of the access canal where it opens into the Garden Cove Channel so as to prevent organic materials from outside the canal and basin system from being carried into it with tidal currents and wind; installation of "batter boards" along the length of the waterward or easterly and southeasterly side of the access canal so as to protect the mangroves along that side of the canal from the effects of wake energy caused by boats. After further "free-form" review, investigation and negotiation, the Department required, and the Respondents agreed to make the following additional modifications to the marina development plan: Shoal the north end of the basin to -4 ft. mean low water; slightly reconfigure the access canal and install an additional wave baffle on the eastern periphery of the canal in order to improve circulation in the western portion of the boat basin; relocate the proposed fueling facilities more toward the rearward center of the basin in order to further isolate them from the outstanding Florida waters lying at the outward, "seaward" end of the project; provide funds necessary to more adequately mark the Garden Cove Channel in accordance with the requirements specified by the Department of Natural Resources so as to further ensure that boat traffic and possible propeller damage could be prevented to the marine grassbeds and other marine life on either side of the Garden Cove Channel; install tidal level gauges at the mouth of the Garden Cove Channel which would show boaters wishing to use the channel and access canal the current, minimum depths prevalent in the channel and canal; grant to the Department a "conservation easement" binding upon the Respondent which would provide the following: That no hydraulic connection be made from any of the upland lakes on the Respondent's property to the marina, to the canal, to the channel or any other state waters; an agreement not to employ boat lifts that would require a dredge and fill permit from the Department; an agreement not to apply for additional permits so as to increase the number of boat slips in the marina beyond the 311 presently proposed; to develop a reef management plan in conjunction with the Florida Audubon Society to include educational programs for the public as well as underwriting the installation of mooring buoys and adequate channel markers in the John Pennekamp Reef Park, the Outstanding Florida Waters (OFW) involved in this proceeding. During the time of construction of the proposed marina modifications, the entire marina will be closed and isolated from the waters of Garden Cove by the installation of a dam at the entrance to the marina access canal where it opens into Garden Cove. The dam will remain in place until turbidity resulting from the dredging, filling and construction has settled and the waters in the marina have achieved the turbidity standards required by the Department and its rules contained in Chapter 17 3, Florida Administrative Code. All the proposed modification work will be performed landward of the surveyed mean high water line. Additionally, a storm drainage system will be installed which will prevent any stormwater runoff from being deposited into the marina harbor. The stormwater runoff will be routed away from the harbor through the use of a reverse gradient around the periphery of the harbor and runoff from the adjacent real estate development will be thus routed away from the harbor into grass swales to be collected into holding areas for filtration. Ambient Water Quality in the Marina and Garden Cove Respondents tendered Dr. Earl Rich, a professor of Biology at the University of Miami as an expert in ecology and he was accepted without objection. Since 1974 he has conducted extensive studies with attendant sampling, observation and water quality monitoring in the Port Bougainville Marina. Beginning in 1983 he also performed certain chemical analyses on the water samples from the marina. Photographs taken underwater in the marina basin were adduced and placed in evidence, as were the results of the observations and tests. It was thus established that there is a dense growth of macroalgae in the marina at a depth of about six feet, although at the nine-foot level there is much less such growth. Concomitantly, the deeper holes in the marina basin exhibit a low dissolved oxygen reading and are largely responsible for the frequently occurring, low dissolved oxygen reading in the marina system that is lower than acceptable standards embodied in Chapter 17-3, Florida Administrative Code. Garden Cove itself is a shallow embayment open toward the Atlantic Ocean in a generally easterly direction, characterized by a rocky or coarse sediment bottom substrate. It is characteristic of this area that organic materials such as seaweeds and the like, are transported by currents and winds into Garden Cove from other marine areas. The underwater vegetation in Garden Cove is lush. There are extensive shallow-water marine grass beds. These vegetated areas support a large population of marine animals and fish. Dissolved oxygen is, of course, essential to the metabolism of these organisms. The two primary means for oxygen to enter the water are as a result of photosynthetic activity of marine plants and through oxygen entering the surface waters through waves and wind action, with that surface water being distributed and mixed so as to disburse the action throughout the water column. The term biochemical oxygen demand or BOD, refers to the rate at which organisms use oxygen in the water. If there are many active photosynthetic organisms, as in Garden Cove, the production of oxygen during the day, as for instance by the seagrasses in the cove, exceeds the BOD of the plant and animal community in the water body, in which case the plants contribute excess oxygen to the air. During hours of darkness, plant and animal communities in the water body will continue to consume oxygen although there will be no photosynthesis to contribute oxygen. Therefore, in an underwater community rich in plant and animal life, such as Garden Cove, the dissolved oxygen level is typically higher during the daylight hours and BOD readings will be decreased during the night, reaching a low level during the early morning hours. Frequently, dissolved oxygen readings in Garden Cove are below state standards for waters of the State under natural conditions. These low DO readings occur commonly in Garden Cove during conditions of calm wind. Indeed, Dr. Rich has measured dissolved oxygen in Garden Cove below the four-part per million state standard even before the present marina and canal were ever constructed. Since the opening of the marina there have been times when the DO readings in Garden Cove have been lower than those inside the marina itself. Hydrodynamics of the Modified Marina The proposal by the permit applicant calls for widening the access channel into the marina to approximately 130 feet by excavating upland on the western bank of the canal. The access canal will then be reconfigured during the excavation into a winding or curving fashion. That adjustment, along with the solid flow baffles to be installed on the eastern bank of the canal, will set up a winding or sinusoidal flow of tidal currents. The sinusoidal flow will induce secondary helical currents that will move water repeatedly from the top to the bottom of the canal and then back, thereby significantly improving the mixing action. The improved mixing of the waters in the canal and marina will serve two purposes: It will disperse any pollutants so as to reduce pollutant concentrations. It will disperse the oxygen introduced into the surface waters by wave and wind throughout the water column. Dr. Bent Christensen is Chairman of the University of Florida Hydraulics Lab. Using knowledge gained in hydrographic modeling as a result of work he performed in carrying out a "Sea Grant study" under the auspices of the University of Florida, Dr. Christensen designed a computer model of the proposed Port Bougainville marina and access canal by which, in turn, he designed the winding access canal which will emulate nature in producing a turnover of water induced by current velocities and canal configuration, rather than by temperature differences in water. The computer model takes into account tidal flows and wind-induced velocities which are important to mixing of water within the system. Using this model, Dr. Christensen was able to redesign the marina canal so as to improve water quality within that system as well as improving the quality of water leaving the system into Garden Cove. Drs. Lee and Van de Kreeke are ocean engineers who testified as expert witnesses on behalf of Petitioners. They sought to dispute Dr. Christensen's conclusion that the redesign would improve DO levels within the marina based upon their independent determination that a different design would increase flushing times for the system. Flushing, however, is a simplistic way of analyzing water quality. Flushing analysis assumes that the only means to improve water quality is to replace water within the system with water from outside the system. The Christensen model and the resulting proposed design of the marina and canal, on the other hand, improves water quality through internal mixing action. The proposed design actually reduces flushing time, but more importantly, maximizes dispersion of water within the system and along with it, dissolved oxygen. The design introduces dissolved oxygen throughout the water column in the system through internal mixing because of the sinusoidal configuration of the canal and the helical currents the canal configuration sets up. The concentration of pollutants measured by the State Water Quality Standards are, in turn, reduced through the same hydrodynamics. Dr. Van de Kreeke admitted that a key ingredient in his model was the assumption he had regarding BOD in the system, but he had no idea what the BOD extant in the Port Bougainville system might be. He also admitted that his calculations did not take into consideration the factor of wind mixing of the waters in the system and acknowledged that wind can and does play an important role in flushing and mixing the waters in marinas. Finally, Dr. Van de Kreeke admitted that he could not fully analyze Dr. Christensen's assumptions in arriving at his model and design because he did not have the information Dr. Christensen relied upon. Thus, Dr. Christensen's model and design is accepted as more credible than that of Drs. Van de Kreeke and Lee. That model and design establishes that the quality of water exiting the marina into the Outstanding Florida Waters in Garden Cove will be improved by the modifications proposed to be constructed in the marina. Impact on Benthic Communities The northerly end of the marina basin will be sloped from -6 feet to - 4 feet. This widening and shallowing of the marina basin and access channel will have the affect of promoting the growth, regrowth and welfare of the benthic communities in the waters in the marina and access canal by providing greater light penetration to the bottom of the marina. The widening will have the effect of causing a greater portion of the marina bottom to be lighted during the day since at the present time, the bank and surrounding trees shade the marina basin for substantial portions of the day. The increased light penetration will result in more photosynthetic activity by the plant life in the marina and canal such that increased amounts of oxygen will be produced enhancing the dissolved oxygen levels of the marina waters. In that connection, the Respondents' expert, Dr. Rich, has examined a number of marinas and observed very healthy benthic communities in marina harbors more densely populated with boats than will be the proposed marina. Another significant improvement in the ecological status of the present marina will be the placing of a bubble screen device across the mouth of the entrance canal. This will have the effect of preventing floating organic materials such as sargassum, from entering the marina. Marinas typically experience problems related to dissolved oxygen levels in their waters because of an accumulation of floating organic material which tends to settle to the bottom creating excessive biochemical oxygen demand in their decomposition process, thus resulting in decreased dissolved oxygen levels. Thus, the bubble screen will aide in decreasing BOD. Likewise, a bubble screen device is proposed to be placed around the fueling facilities in the rearward portion of the marina basin so as to prevent the spread of pollutants such as spilled oils, greases and fuels, which may occur during routine fueling operations from time to time. Inasmuch as the modifications have been shown to cause some improvement in the dissolved oxygen level in the waters of the marina basin and access canal, it has been demonstrated that the modifications will not interfere with the conservation of marine wildlife and other natural resources. The bodies of water consisting of the marina, the access canal and Garden Cove, at the present time support a diverse marine community that can be expected to continue to flourish. Neither will the proposed activity destroy any oyster or clam beds, as none have been shown to exist in these waters. Dr. Rich has monitored waterways and offshore waters at a nearby, comparable marina, The Ocean Reef Club, for approximately ten years. He has discerned no noticeable impact on the benthic communities within that marina from a very heavy boat traffic during that period of time. The boats using The Ocean Reef Club Marina are typically larger than will use the Port Bougainville facility and boats of over 100 feet in length commonly use The Ocean Reef Club. In terms of impact on offshore benthic communities, he has observed no visible impact by the heavy amount of boat traffic using The Ocean Reef Marina from the standpoint of comparison of the experience with that marina, in terms of biological impacts, with the marina configuration proposed by the Applicant/Respondents. In short, the proposed marina configuration as contrasted to the existing permitted marina, represents an improvement because of the increased surface area providing increased oxygen exchange through wave and wind action, the shoaling which will also be beneficial to dissolved oxygen levels because of its enhancement of photosynthetic processes, and because of the proposed marina management steps designed to prevent floating organic material from entering the marina. Thus, the modified design was shown to provide a meaningful improvement in general ecological conditions within the marina and hence, in the offshore waters of Garden Cove with which the marina waters exchange and mix. Water Quality Dr. Eugene Corcoran is Professor Emeritus of the Rosensteel School of Marine and Atmospheric Sciences. He is a marine chemist and performed a chemical analyses of the samples taken for the water quality report presented by Respondents and in evidence as Respondent's Exhibit 17. Dr. Corcoran also performed the analyses for the ongoing water sampling program conducted by Dr. Renate Skinner, an expert witness for Petitioners. The Petitioners accepted Dr. Corcoran as an expert witness without objection. The proposed marina modifications involved in this permitting application were thus shown to cause no violations of the state standards for dissolved oxygen. The Rio Palenque Water Quality Study in evidence indeed documented a number of instances where dissolved oxygen fell below the state minimum standards of four parts per million in the present marina. Once the modifications are completed there still may be instances when dissolved oxygen falls below that standard, but this can be attributed to natural phenomenon and the same relatively low levels of dissolved oxygen below state standards have been observed in the offshore waters of Garden Cove itself, which is an Outstanding Florida Water. Significantly, however, it was established that concentrations of dissolved oxygen will likely increase as a result of these modifications, the inducement of the helical flow and consequent vertical mixing, the widening of the entrance canal and the shoaling of the bottoms in the marina basin and canal, as well as the measures to be taken to reduce the deposition of organic materials in the marina basin and canal. The only water quality criteria placed in contention by the Petitioners and Intervenors were dissolved oxygen and copper. Although a number of Petitioners' witnesses were qualified to address the impacts of water quality on different marine organisms, only Dr. Curry was qualified as an expert in water quality. Dr. Curry's chief concern was with dissolved oxygen, which is based on the Rio Palenque Study showing present low values for dissolved oxygen in the marina as it now exists. Dr. Curry did not establish that the proposed modifications to the marina would themselves cause dissolved oxygen violations and although he testified in great detail concerning his attempt to compute the amount of copper that might be given off by the bottom paint of boats in the modified marina, he was unable to render an opinion that the modifications would increase copper levels in the waters in the marina. He acknowledged that his calculations were based on the assumption that all the boats in the marina would be using copper anti-fouling paints and his calculations took into account an assumption that all boats in the marina would have been painted within the last six months as a base datum for his calculations. Additionally, he did not take into account dispersion ratio associated with the hydrodynamic forces present in the modified marina. Dr. Curry admitted that he had never studied copper levels in a marina environment and was unable to explain the chemical effects on water quality of copper anti-fouling paints on boats. In all his sampling, he only found one instance of a violation of the Chapter 17-3 copper standard and that occurred within only a few millimeters of the hull of a newly-painted boat. Other fallacies involved in Dr. Curry's analysis, concern the interaction of seawater with copper bottom paint. Since seawater has a high level of carbonates, copper is immediately complexed with organic compounds such as amino acids. These organic complexes are soluble in seawater and indeed, serve as important nutrients to phytoplankton and other beneficial marine organisms. Thus, that portion of the total complex copper precipitated from the water as well as that portion taken up as nutrients would not be included in any concentrations of copper measured in the water column. Additionally, Dr. Curry's computations did not take into account the dispersion of copper concentrations due to mixing or flushing, which has a direct beneficial effect on reducing concentration of copper and other pollutants in the water column. Thus, Dr. Curry's computations are deemed immaterial, inasmuch as he effectively admits that the modifications to the marina would not be detrimental to water quality. The proposed modifications will not lower ambient water quality or significantly degrade the waters in the adjacent John Pennekamp Park, Outstanding Florida Waters. Since it has been established that the marina modifications will likely improve water quality within the marina, logically, the water quality in the park to some degree might be slightly improved, since those waters exchange with the waters in the marina. There will be no increase in concentrations of any pollutants emanating from the Port Bougainville Marina as a result of the proposed modifications. Improved Marking of Garden Cove Channel The Applicant/Respondents are required to provide improved navigational markers in the Garden Cove Channel, pursuant to an amended development order. Additionally, they have agreed to provide additional channel markers delineating the channel from the entrance of the existing marina to the Garden Cove Channel proper. With regard to the Garden Cove Channel, the Respondents proposed to move certain existing channel markers to more clearly identify that channel, which would make certain portions narrower and thereby eliminate boat passage over some shallow areas populated with marine grasses which presently lie within the marked channel. The Respondents also propose to add two more sets of channel markers at the seaward end of Garden Cove Channel, so that boats exiting the channel heading for the open sea will avoid certain shallow marine grass areas. The reason for this is to avoid possible damage to valuable marine grass beds and habitat which might be caused by prop wash of boats crossing over them, as well as actual contact and scouring by propellers or potential grounding of boats navigating these areas. Witness Balfe for the Respondents has personally sounded the entire length of the access canal and Garden Cove Channel. His soundings are admitted in evidence as Respondent's Exhibit 19 and are unrefuted. It was established therefore, that the bottom configuration of that access channel is basically flat or level with only minor irregularities of less than a foot. There are no rock outcroppings or other obstructions which would reduce the controlling depth below -4 feet. Approximately 12 times per year however, during "spring tides", the ambient water depths in Garden Cove could be expected to go below -4 feet mean low water. During these times the tide will be approximately 6 to 8 inches below that normal depth. Perhaps 25 times per year the tide is 5 or 6 inches below that mean low depth. The tide gauge which will be installed will alleviate possible propeller scouring or grounding damage to grass beds and marine habitat, especially during those abnormally low tides, by providing boat operators a current, up-to-date reading on the depths in the channel. Contributions to Park Management Plan and Marina Management Plan The Applicant/Respondents have agreed to a permit condition requiring a financial commitment to assist in the management of the John Pennekamp Park so as to minimize the adverse impacts of human use of the park. This commitment includes the provision of $75,000 to finance a study and preparation of a management plan for the John Pennekamp Coral Reef State Park and Key Largo National Marine Sanctuary, which would include study of the feasibility of inaugurating an entry permit system for the park, a testing and certification program for commercial dive boat operators, possible zoning of the park to allow recovery of the park coral reefs and other resources from the impacts of human visitors, locating central mooring buoys so that visitors' boats could be moored in one restricted area to avoid damage to the delicate coral reefs, and more adequately marking the boundaries of the park. Additionally, the Respondents propose to provide $50,000 for the acquisition of anchor buoys to be placed in selected areas of the park and to provide funds to finance a survey to more adequately identify the boundaries of the park. In order to more adequately protect water quality in the marina itself, the Respondents will inaugurate a marina management program which will include the installation of a sewage pump-out station and a pump-out station for motor oils and lubricants for boats. In addition to the two bubble curtains mentioned above, the Respondents will install containment booms and absorption mats and will permanently maintain a boat equipped with absorption mats and suction equipment for fuel or oil spill removal. The marina will prohibit persons living aboard boats, to prevent attendant sewage effluent problems, and will prohibit maintenance of boats, including painting and oil changes, while boats are in the water. This program will be monitored by an environmental protection officer employed by the condominium association under the auspices of the Respondents. Many of these marina management provisions are already requirements of the Port Bougainville 1982 development order referenced above. Management of Inland Lakes Although the use and management of the inland lakes on the Respondents' property is not directly involved in this permit application proceeding, the Respondents' overall development plan encompassed by the development order anticipates that at a future time a boat lift will be installed on upland so as to allow boats to be transferred from the inland lakes into the marina for access to marine waters. The lakes themselves, however, will not be open to the marina or to outside waters. The inland lakes are anticipated to provide dockage for approximately 200 boats, with restrictions against boats exceeding 20 feet in length and boats powered by combustion engines. The Respondents expect that the inland lakes will be primarily used by small boats such as canoes or sailboats. Dry storage for boats will be maintained on an upland site, for which a DER permit is not required. Neither is a permit for a boat transfer facility required since it would not involve dredging, filling or construction over water. The use of a boat lift, although it itself is not an issue before the Hearing Officer in this proceeding, would involve the potential of 200 or more boats using the marina in addition to those for which the marina is designed. This could occasion substantially greater risk for oil, grease and fuel spills and other potential damage to the water quality within the marina and damage to the marine habitat, grass beds and so forth within the marina, the access canal and the adjacent areas in Garden Cove. Accordingly, the conservation easement which the Respondents have agreed to provide the department as a condition to the grant of this permit should be amended to add a further condition on a grant of this permit so as to preclude placement of boats from the inland lakes into this marina or its access canal. Such a restriction would comport with the proposed uses of the inland lakes established by Mr. Scharenberg, the Respondent's principal. Boating Impacts Boat traffic in the Garden Cove Channel area is significant, with heaviest traffic occurring on the weekends when approximately two to three hundred boats navigate that channel. The boats presently using Garden Cove Channel come from a number of nearby marinas, small fishing docks and dry storage areas, as well as from a marked navigational channel called North Creek that provides access to the Garden Cove area and the Atlantic Ocean from Largo Sound. A small canal cuts through Key Largo into Largo Sound and provides access for boats in the Black Water Sound and other areas on the west side of Key Largo to the Garden Cove area and the Atlantic. The Port Bougainville Marina is expected to attract a mix of boats typical for such a marina, with the majority consisting of boats ranging from 27 to 35 feet in length. Approximately 20 percent of the boats will likely be in the 40-foot range. Larger boats may also use the marina, particularly those with a shallow draft, and "shoal draft" sailboats of 35 to 40 feet can safely navigate in and out of the marina. The marina, as it would be modified, would permit use of boats with a draft of up to three and one-half feet, although deeper draft boats could use the marina by timing arrivals and departures for the high tide, which is a common mode of operation by boat operators in the Florida Keys and other marine areas. The Port Bougainville Marina will contribute approximately 30 to 50 boats to the Garden Cove boat traffic on an average weekend out of the possible 311 boats in the harbor as it is proposed to be constructed. There will be a lesser number of boat arrivals and departures during the weekdays. The primary users of boats in and out of the marina will be people who own condominiums in the attendant real estate development. Temporary visitors, not owning boats moored in the marina, would typically use the dive charter boats and other rental boats in the surrounding areas, such as at the Ocean Reef facility. The existing marina which is already permitted and can be fully used at the present time from a legal standpoint, could accommodate the same reduced number and sizes of boats as the proposed modified marina by simply removing some of the present docks and finger piers. The Respondents propose to maintain approximately 20 slips for boats which are not owned by condominium unit owners, and they anticipate operating six to seven deep-sea charter boats as well as five smaller skiff-type charter boats, and perhaps as many as two dive charter boats with additional demands for charters to be serviced by charter boats in the surrounding areas. Boating adverse impacts on the marine benthic communities inside and outside of the marina will be minimized by the construction configuration of the marina and boat slips, the shoaling and widening of the marina basin and canal, and the channel marking and tidal gauging provisions proposed by the Applicant/Respondents. These safety arrangements would be further enhanced by the above-mentioned restriction on the placing of boats into the waters of the marina and canal from the inland lakes. The configuration of the proposed modified marina and the shoaling will have a beneficial effect in rendering use by extremely large boats, which might cause propeller, wake or grounding damage to the marine benthic communities unlikely because of the inaccessibility caused by the intentional shoaling. Coral Reef Impacts Dr. Peter Glynn is a qualified expert in marine ecology and was accepted as an expert witness in that area with particular emphasis, through his long specialization, in the ecology of corals and coral reefs. He has researched the effects of sediments, herbicides, pesticides, oxygen levels, temperature, salinity, tidal effects and oil pollution on corals. He testified as a rebuttal witness addressing concerns raised by Petitioners' and Intervenor's witnesses with regard to boat traffic, attendant turbidity and possible synergistic effects on coral reefs caused by oils, greases, low oxygen levels and turbidity. Dr. Glynn has studied corals in many areas of the world including the Caribbean and the Florida Keys. The coral reefs in Florida are similar to those in the Caribbean area and belong to the same "biogeographic province." He has dived in and examined the Garden Cove area and found four species of small reef building corals in Garden Cove. These were found in the vicinity of a shipwreck near the channel entrance to Garden Cove and the remainder of the corals observed in Garden Cove were in the bottom of the boat channel running through Garden Cove. There were no corals observed on the grass flats and in shallower areas of Garden Cove. The corals occurring in the boat channel are in isolated colonies of less than a foot in diameter. The Petitioners and Intervenors attempted to raise the possibility of synergistic adverse effects on corals posed by combinations of oils, oxygen levels, temperatures and sedimentation or similar impacts. It was not shown how or at what concentration turbidity might combine with various oxygen levels, temperatures or degrees of light penetration to produce such effects, however. The only type of synergistic effects on corals Drs. Glynn and Corcoran have observed is that between oils and pesticides. Although this effect has been demonstrated in another study area far removed from the Florida Keys, no such pesticide and oil synergistic impact has been observed in the Florida Keys area, chiefly because it is not an agricultural area characterized by significant use of pesticides. Likewise it was not established that suspended sediments in the Garden Cove area could have an adverse effect on corals by reducing light penetration. In tropical areas such as the Keys, light penetration is often saturating or in greater quantities than are really needed for healthy coral growth and indeed, many corals in these areas have pigments that naturally shield them from excess light because these coral species actually can suffer from too much light penetration. Additionally, Dr. Glynn has observed good coral reef health and growth in areas that are highly turbid. It was not established that an increase of sedimentation deposit on corals will necessarily have an adverse impact, particularly because most corals can accept a substantial amount of fine-grain sediment deposition without adverse effect. The manner in which the proposed marina modifications will be accomplished will minimize sedimentation at any rate since the canal will be dammed off from Garden Cove until all work is completed and all sedimentation within the marina and marina access canal has subsided to levels compatible with the state standards for turbidity. In any event, there is no evidence that boat traffic in Garden Cove at the present time influences the distribution and health of live coral, particularly since the main coral abundance in Garden Cove occurs in the heavily-used boat channel at the present time. Likewise, Dr. Glynn established that sediments from any increase in boat traffic in Garden Cove will not likely drift out on the offshore reef tract and be deposited on the reefs to their detriment in any event, since the fine sediments occurring in Hawk Channel and in Garden Cove, are largely precluded from deposition on the offshore reefs because the waters over the reef tract offshore have very different physical characteristics. That is, there is distinct interface between the inshore and oceanic waters caused by the strong wave assault and current action near the reefs, which precludes the fine sediments from the inshore areas remaining in the area of the reefs. Finally, any increase in the number of people visiting the Pennekamp Park attributable to use of the modified marina will not inevitably lead to degradation of the reefs. By way of comparison, studies of Kaneoi Bay in Hawaii where a major pollutant source from human sewage caused degradation of the coral reefs, showed that when sewage effluent was subsequently directed away from the reefs, the reefs rejuvenated and repopulated and are now used extensively for recreational activities without observable biological degradation. These studies are consistent with studies Dr. Glynn referenced with regard to Biscayne Bay National Park, which have shown no significant degradation occasioned by human visitation of the reefs in that park. Those studies have not shown a significant difference between the health of the "controlled reefs" and the reefs which are allowed to be used for recreational purposes. It was thus not established that there will be any degradation of the corals in the near-shore areas of Garden Cove nor in the offshore reef areas occasioned by any increased boat traffic resulting from the modification of the marina. Indeed, it was not demonstrated that the mere modification of the marina, which will actually accommodate fewer boats than are presently permitted, will cause any increase in present boat traffic at all. Dr. Glynn, in the course of his teaching and studies in the field of marine ecology has become familiar with the causes and effects of Ciguatera toxin in marine environments. He recently participated in the study of possible Ciguatera toxin at the grounding site of the freighter Wildwood on Molasses Reef, some miles distant from the marina site. All cases reported of such harmful concentrations of this toxin have originated from open water, outer coral reef environments, and not from near shore areas such as those involved in this case, where seagrasses and mangroves are the dominant marine communities. Ciguatera toxin organisms require clear open ocean water with strong currents and well-developed coral reefs which are found offshore in the Keys and not in the near-shore mangrove-type environments. The cause of Ciguatera is a concentration of toxin in the food chain. Although the bacteria that cause Ciguatera Toxin in fish, and resulting harmful effects in humans, occur everywhere in marine waters, the bacteria are not a hazard because generally, conditions are not appropriate for the bacteria to multiply. The two main species of dinoflagellates, that have been associated with causing Ciguatera poisoning do not occur in an environment such as the Port Bougainville Marina. They are typically concentrated in larger fish such as snapper, grouper and barracudas which cause problems when they are eaten by people. These species are not generally found in the inshore mangrove and grassbed areas such as are involved in the case at bar. Thus, the concerns expressed by Petitioner's witnesses concerning the possibility of Ciguatera poisoning occurring because of possible damage to corals and coral death caused by the dredge and fill operations, and boat operation associated with the marina and Garden Cove are, in reality, only unsubstantiated speculation.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses and the pleadings and arguments of the parties, it is, RECOMMENDED: That the State of Florida, Department of Environmental Regulation, issue the requested permit subject to the conditions incorporated in the agreement or "conservation easement" executed between the Department and the Respondents with the further condition added to that conservation easement such that the deposition of boats from the inland lakes system into the marina and its access canal be prohibited. DONE and ENTERED this 9th day of April, 1985 in Tallahassee, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 9th day of April, 1985. COPIES FURNISHED: Elizabeth J. Rickenbacker, Esquire 10500 Southwest 108th Avenue Miami, Florida 33176 Michael F. Chenoweth, Esquire 522 Southwest Third Avenue Miami, Florida 33130 Douglas H. MacLaughlin, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Michael Egan, Esquire, Robert Apgar, Esquire Post Office Box 1386 Tallahassee, Florida 32302 Victoria Tschinkel, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= BEFORE THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION SIERRA CLUB: UPPER KEYS CITIZENS ASSOCIATION, INC., a non-profit Florida corporation; PAMELA BERYL PIERCE, and FRIENDS OF THE EVERGLADES, INC., a non-profit Florida corporation, Petitioners, and DOAH CASE NOS. 84-2364 84-2365 FRIENDS OF THE EVERGLADES, INC., 84-2385 a non-profit Florida corporation; 84-2827 THE FLORIDA DIVISION OF IZAAK (Not consolidated) WALTON LEAGUE OF AMERICA, INC., a non-profit Florida corporation; UPPER KEYS CITIZENS ASSOCIATION, INC., a non-profit Florida corporation, Intervenor-Petitioners, vs. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, and PORT BOUGAINVILLE ASSOCIATES, LTD. a Florida limited partnership, and PORT BOUGAINVILLE ENTERPRISE, INC. a Florida corporation, Respondents. /
Findings Of Fact Respondent, South Florida Water Management District (District) is a multipurpose water management agency of the State of Florida. Its duties include the operation and maintenance of a vast network of canals which provide flood control and other benefits to Palm Beach County. Pertinent to this proceeding, the District is the owner in fee of a 600' right of way which contains a canal known as C- The tidewater reach of C-18 extends east from a control structure (S-46) near State Road 706 downstream for a distance of 8,375' (1.6 miles) to the southwest fork of the Loxahatchee River. Of this distance, 7,322' lie upstream from a small bridge, which crosses the C-18 at Loxahatchee River Drive (the bridge) and 1,053' downstream. The canal is approximately 200' wide, with 200' of overbank right of way on its north and south sides. The River Trails Development Petitioner, River Trails, Ltd (River Trails) is the developer of a 28 acre condominium community in Palm Beach County known as River Walk. The River Walk development, comprised of 347 townhouse units, is contiguous to 2,500' of the south overbank right of way of the C-18, approximately midway between S-46 and the southwest fork of the Loxahatchee River. On December 9, 1983, River Trails filed an application with the District for a right of way occupancy permit to selectively clear and regrade the C-18 right of way and to construct a marina facility within the right of way consisting of a temporary parking area, boat ramp and 3 docking facilities with a combined capacity of 97 boats. The District approved River Trails' application and issued it a permit on January 12, 1984. That permit provided: WORK PROPOSED WILL BE COMPLETED ON OR BEFORE 1-31, 1985, otherwise, this permit is voided and all rights thereunder are automatically cancelled unless an extension to the construction period is applied for and granted. Upon receipt of the District's permit, River Trails began to selectively clear the bank of the canal of exotic vegetation, primarily Brazilian pepper, and to regrade the bank to a more gentle slope than its existing 12'-14' vertical drop on the west and 2'-3' vertical drop on the east. In the process, 28 mangrove trees were damaged or destroyed.1 To settle a dispute which arose between Palm Beach County and River Trails over the destruction of the mangroves, River Trails agreed to plant additional mangroves and spartina grass along the southeasterly shoreline of the C-18. To consummate that agreement, River Trails requested that the District modify its permit to allow the selective planting of mangroves and spartina grass along the shoreline and in a tidal slough, to alter the bank slope to provide a wider intertidal zone to accommodate the plantings, and to move the proposed docks further out from the bank of the canal. The District granted River Trails' requested modification on June 25, 1984 subject to the following special conditions: Construction of the boat dock facilities as originally permitted and modified hereunder is subject to the issuance of a permit from the DER. Prior to commencement of construction, the applicant shall submit a DER permit for the boat docking facilities. Any future modification of the boat docking facilities by the applicant must have the approval of the governing board prior to construction. Rule 40E 6.301(c), Florida Administrative Code, requires an applicant to give reasonable assurances that the proposed use of the works of the district "does not degrade the quality of the receiving body and meets the standards of the Florida Department of Environmental Regulation for the receiving body. The board may waive the strict enforcement of this provision." Neither issuance of the original permit nor this modification shall be construed as a waiver of this provision as it applies to the per- mitting activity of the DER relative to this project. Department of Environmental Regulation Permitting On December 22, 1983, River Trails applied with the Department of Environmental Regulation (DER) for a permit and water quality certification to construct its boat ramp and 97 slip marina. During the processing of that application, River Trails requested two waivers of the 90 day time period prescribed by Sections 120.60(2) and 403.0876, Florida Statutes, (180 days total) in order to conduct a hydrographic survey of the area in order to respond to water quality concerns raised by DER. River Trails did not submit a hydrographic survey to DER, nor did it offer such a survey in this proceeding. On December 20, 1984, DER advised River Trails that its proposed boat ramp was exempt from permitting requirements. Thereafter, on December 21, 1984, DER issued its "intent to deny" the balance of River Trail's application predicated on its conclusion that the project was expected to have a long and short term adverse impact on the water quality and biological resources of the C-18 canal and the adjacent Outstanding Florida Waters of the Loxahatchee River. Specifically, DER found that degradation of water quality in the project's Class II waters and the adjacent Outstanding Florida Waters would likely occur due to: Shading from docks and walkways that would likely prohibit recolonization of shoreline vegetation. Marinas can be expected to lower water quality by the accumulation of marina source contaminants, including heavy metals, greases, oils, detergent ,and litter. Increased boat traffic (97+ boats), and their associated wakes will result in increased shoreline erosion. This additional erosion can prohibit the recolonization of shoreline vegetation beneficial to water quality. The cumulative impact of this project and other similar projects within the C-18 canal would be expected to degrade water quality. Prop wash from outboard motor boats in shallow littoral shelf areas will cause turbidity problems and adversely impact existing benthic communities. DER further found the proposed activity contrary to the public interest provisions of Chapter 253, Florida Statutes, since the proposed marina would substantially interfere with the conservation of the Florida Manatee and the destruction of natural marine habitat. River Trails declined to pursue its DER application for the 97 slip facility any further. Instead, it filed an application with DER for a docking facility of less than 1,000 square feet, accommodating 37 boats, to qualify for the exemption provided by Section 403.812(2)(b), Florida Statutes. Following a successful rule challenge in April 1985, River Trails received its statutory exemption. The District's emerging management policy. Shortly after the District approved River Trail's modification on June 25, 1984, it began to receive a great deal of negative comment from the public, DNR, DER, and the United States Fish and Wildlife Service. These comments, of which the District was not previously aware, included concerns for the Loxahatchee River, the Florida manatee, and negative biological and water quality assessments. Accordingly, the District's Governing Board requested that its staff investigate and evaluate various management options for the overall development of the 18 right of way. During the ensuing months the District's staff solicited input from DER, DNR, the Florida Game and Fresh Water Fish Commission and the United States Fish and Wildlife Service; investigated the C-18; and formulated its recommendations for the future management of the canal. On January 10, 1985, the District's staff submitted its management plan to the Governing Board. The plan recommended that the intertidal zone be widened a minimum of 10 and planted in mangrove and spartina to combat erosion of the canal banks by boat wakes; that the canal banks be regraded to a minimum of one vertical on four horizontal slope and stabilized with a combination of grasses, native trees and shrubs; and that the overbank right of way be cleared of exotic species and replanted with native trees and shrubs. In keeping with the main goal of habitat improvement, staff recommended that the cumulative linear extent of areas provided for bankfishing and viewing be limited to 10 percent of the shoreline and that no structure be located waterward of the mean high water line. Subsequent to its January 10, 1985, meeting the District has pursued its management plan for the alteration of the shoreline and berms of C-18. Since that time two permits have been issued to large developers who agreed to reslope and revegetate, at their expense, the banks of the C-18 in accordance with the District's plan, and in exchange for the esthetic view accorded by C-18. No dockage, boat ramps, or other structures have been permitted. River Trails' permit expires Following DER's denial of its application for a permit to construct the 97 slip marina, River Trails requested that the District modify its permit to reflect a 37 slip facility and extend the permit for one year. River Trails subsequently withdrew its request to modify the permit. On January 10, 1985, the District entered an order denying River Trails' request for a one year extension of its permit. The District's denial was predicated on its perceived environmental sensitivity of the C-18 canal and the Loxahatchee River system, and its conclusion that the project was contrary to the restoration concept of the District's developing management plan for the C-18. River Trails filed a timely request for hearing, and the matter was referred to the Division of Administrative Hearings and assigned Case No. 85-2272. On July 16, 1985 River Trails reapplied to the District for approval of its modified proposal for a boat ramp and 37 slip marina. The District denied River Trail's request on September 12, 1985. Reasons for denial included adverse water quality impacts, endangerment of the manatee population, increased bank erosion and increased liability risks to the District associated with increased boat usage of the C-18. River Trails filed a timely request for hearing, and the matter was referred to the Division of Administrative Hearings and assigned Case No. 85- 3678. Impacts of the River Trails Development Because of its location and physical characteristics, boating activity in the C-18 has not been extensive. The canal joins the Loxahatchee River on its western shore, opposite the popular boating areas in the intercoastal waterway and Atlantic Ocean adjacent to the River's eastern shore. Access to the canal is restricted by a bridge with a 6' clearance, and its western expanse is blocked by S-46. Accordingly, boating activity within this 1.6 mile stretch of 18 has been generally limited to fishing trips to S-46, sightseeing, and occasional water skiing. River Trails' facility will increase boating within the C-18 well beyond the 37 slip capacity of its dock facility. River Trails proposes to provide upland storage for the boats of a all condominium unit owners, and expects a majority of owners to utilize the slips or boat ramp. Accordingly, use of the facility will not be limited to 37 boats but, rather, will reach into the hundreds. The District's management plan for the C-18 is designed to restructure the canal's present configuration to provide natural habitat, reduced erosion and scenic beauty. As originally designed, the C-18 had 1 on 2 side slopes throughout its reach, however, erosion of the bank downstream from S-46 has resulted in nearly vertical, unstable side slopes above mean high water along 40 percent of its length. The overbank right of way is heavily vegetated with exotic species. With the exception of several areas near the downstream end of the canal, mangroves are not well established along the existing shoreline due to the shading effect of overhanging Brazilian pepper and a rather narrow unstable intertidal zone. Currently, little use of the overbank right of way is made by the public due to its dense vegetation, and any view of the canal is severely impeded. Under the District's management plan the intertidal zone would be expanded and planted in mangroves and spartina to combat erosion from boat wakes and to provide natural habitat; existing vertical banks would be recontoured to a more gentle slope and stabilized with grasses and native trees; and the overbanks would be cleared of exotics so that native trees could prosper. To date the District has been successful in carrying out its plan; however, the survival of the mangrove seedlings and spartina is dependent on minimal disturbance. The introduction of the boats from River Trails would increase erosion and prevent the recolonization of shoreline vegetation beneficial to water quality, marine habitat, and canal bank stabilization. Furthermore, existing and proposed development along the C-18 right of way can be reasonably expected to exacerbate the erosion problem if River Trails' permit is granted. River Trails' proposed marina also raises the specter of adverse impacts to water quality, wildlife and habitat. The C-18 is classified as a Class II surface water body, and supports a diversity of aquatic life. Commonly observed species include snook, mullet, mangrove snapper, pinfish, needlefish and filter feeding organisms such as oysters. The endangered Florida Manatee, Trichechus manatus, is also observed in the C-18 and downstream in the Loxahatchee River. The Loxahatchee River is classified as outstanding Florida waters (OFW) and critical habitat for the Florida manatee. The river, as well as C-18 up to the S-46 control structure, has also been included by the Department of Natural Resources (DNR) within the Loxahatchee River Zone of the Florida Manatee Sanctuary Act.3 Due to the restricted access from C-18 into the Loxahatchee River, boats located at River Trails' development will likely be approximately 23' in length and powered by outboard motors. Such watercraft, through their introduction of oils and greases, contribute to a degradation of water quality however, neither party addressed the potential impacts to water quality which would be occasioned by the total number of boats that would utilize the boat ramp and boat slips at the proposed facility. By failing to address this issue, and limiting its proof to the impacts from a maximum of 97 boats, River Trails has failed to give reasonable assurances that its proposed project will not cause or contribute to a violation of Class II water quality standards. The impact of River Trails' project upon the Florida manatee is less clear than its impact upon the C-18. Although designated part of the manatee sanctuary, C-18 presently offers little in the way of food source for the manatee with the exception of some plant materials near S-46. The grass Fla. within the Loxahatchee River and the intercoastal waterway are the manatee's primary food source and congregating areas; however, as the mangrove and spartina plantings along the intertidal zone of the canal mature, the manatee may more often. venture into the canal. Whatever their frequency within the narrow confines of the C-18, the numbers of boats that would be introduced by River Trails would drive the manatee from the area. These boats would not, however, pose a significant threat to the manatee or its habitat within the Loxahatchee River since its navigation channels are well marked to avoid grass flats. Indeed, there has been no boat related manatee mortality in the Loxahatchee River area since 1977. The District's concern regarding increased liability risk is unpersuasive. Pursuant to rule the District requires that an applicant for a permit to occupy right of way provide the District with insurance coverage satisfactory to the District, There is no suggestion that the insurance coverage tendered by River Trails, and accepted by the District, was inadequate or otherwise unsatisfactory. The District's decision to deny River Trail's application was not inconsistent with its existing practice. While the District has permitted docks and boat ramps in other canals, there was no showing that those canals abutted a sanctuary or were under redevelopment to improve the works of the District.
The Issue Whether a permit should be issued for the construct in of a road over a marsh area surrounding Lake Susan in order to realign a clay road known as Hull Road near Clermont, Lake County, Florida.
Findings Of Fact On October 9, 1963, the Southwest Florida Water Management District adopted Resolution No. 63 setting forth a declaration of "The Works of the District". Rule 16J-1.03 was promulgated implementing Chapter 373, Florida Statutes, and was readopted October 5, 1974, and amended December 31, 1974. The Lake Susan area, in question here, is within the "work of the district" because it is included in the area encompassed in Rule 16J-1.03(2), "The Oklawaha River, its natural floodway and tributaries, connecting channels, lakes and canals". Lake Susan and its surrounding marshlands is subject to Rule 16J-1.06, which requires, in part, that an application be made before placing fill materials in the marshlands therein and said rule conditions a permit on whether there will be adverse effects by drainage or inundation or will alter or restrict a watercourse within the flood plain of a 25 year flood on lands not owned by applicant. On November 12, 1968, the Board of County Commissioners of Lake County, Florida, adopted a resolution which stated in part: "BE IT RESOLVED by the Board of County Commissioners of Lake County, Florida, that the cutting and removal of natural vegetation from the shallow areas of our lakes and streams, except as hereinafter provided, be discouraged; and that the Governing Authorities having jurisdiction over such areas be requested to limit the removal and clearing of such vegetation; that only such permits for the disturbance of vegetation be granted for proper access to and from the shoreline of property owners to clear waters retaining as much of the natural vegetation as is possible." This resolution has never been rescinded. Hull Road is a light duty, all weather, improved service, county maintained, dead end, clay road. The road serves residential and agricultural interests as well as lake recreational purposes. Some of the lands the road serves is now being developed by subdivision developers. The Lake County Board of County Commissioners propose to realign Hull Road across the marsh and water section of the southernmost tip of Lake Susan by filling and removing from the flood plain approximately 1.5 acres for a roadway, thereby draining through the culvert some 38 acres. The proposed work requires the construction of an embankment, approximately 66 feet wide and 800 feet long. The road plan is in accordance with the Florida Department of Transportation's criteria for similar roads. No permit was applied for or secured before work began on April 9, 1975 or before a fill of some 400 feet in length and 66 feet in width had been placed. Work was ordered stopped by permittee upon discovery of said activity on April 24, 1975. Applicant had not requested a permit under the belief that the area was not navigable and that therefore no permit was needed. The fill is standing in the condition and state of construction as it was when construction was ordered discontinued on April 24, 1975. The applicant contends that: (1) the present road is hazardous to the travelling public because of two sharp curves thereon, (2) the residents and the agricultural and recreational interests would be better served by a straight road rather than the existing road, (3) one alternative to the proposed realignment was to straighten the existing curve without filling in the marsh, but this alternative was abandoned for the reason that some 14 citrus trees would have to be removed and the county would have to reimburse the property owners for their right of way. A second alternative to the proposed plan which would straighten the hazardous curves would have involved fill of the marsh along the edge of the existing road and would have involved reimbursement to property owners, (4) it is the firm policy of the Board of County Commissioners of Lake County that the county will not buy right of way for county roads and that the county will not use its power of eminent domain to condemn right of way on a road, (5) no harmful effect would be done to the lowlands so long as culverts were part of the construction plans for that portion of the road that would cross the marshlands. The Southwest Florida Water Management District contends that: (1) the applicant county failed to make an application and secure a permit before beginning to fill a marshland area that is within the work district of the permittee board as defined in Rule 16J-1.03, (2) the fill for the proposed road realigning Hull Road across the marsh area will place fill within the mean annual flood plain of a lake and will alter or restrict a watercourse within the flood plain of a 25 year flood on lands not owned, leased or controlled by the applicant, (3) realignment of Hull Road to the marsh and waters of Lake Susan is not a reasonable and beneficial activity and is in violation of both the resolution of Lake County dated November 12, 1968, and the rules of the permittee, i.e., 16J-1.01(3)(4), (4) although an application has now been made for a permit for the proposed road, alternatives to filling said marshland should be explored fully before the Board is requested to waive the rules of the District. It has not been shown that the alternative routes would not better serve the safety interests of the public using the road and be more in keeping with the conservation policies of both the applicant and the permittee. Based on the foregoing it is the finding of the Hearing Officer that (1) the realignment of Hull Road is in conflict with the policy of the county established by resolution on November 12, 1968, (2) the realignment of the road across the waters and marshland of Lake Susan would increase the safety of Hull Road by eliminating two hazardous curves on the roadway in its present condition and location, (3) the alternative route which would straighten the curves without filling in the marshland is more in keeping with the previous resolution of the county and is consistent with the work of the District as promulgated in the cited rules of the permittee. No cost estimate has been made on alternative routes and no traffic studies have been made to determine the average flow of traffic.
The Issue The issues to be determined in this case are whether Petitioner is entitled to an environmental resource permit and modified sovereignty submerged land lease for the construction of commercial marinas and related structures at Petitioners property in Lee County, Florida. PRELIMARY STATEMENT On October 23, 2006, Petitioner applied to the South Florida Water Management District (“District”) for an environmental resource permit (“ERP”). Petitioner also sought modification of its sovereignty submerged land lease ("Lease") from the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees). On September 28, 2007, the District issued a Staff Report recommending that the ERP and Lease be denied. The Governing Board of the District adopted the staff’s recommendation on October 11, 2007. On October 12, 2007, the Petitioner filed a Petition for Administrative Hearing challenging the agency action. The District referred the petition to DOAH to conduct an evidentiary hearing. The case was abated for an extended period of time during which the parties attempted to settle their disputes. In October 2009, Intervenors' petition to intervene was granted. Intervenors were subsequently granted leave to amend their petition. Following notice from the parties that they were unable to settle their disputes, a final hearing was scheduled. At the final hearing, Petitioner presented the testimony of: Michael Morris, Jr.; David Depew; and Hans Wilson, accepted as an expert in ocean engineering, environmental sciences and navigation. Petitioner presented the testimony of Anita Bain through the introduction of her deposition. Petitioner's Exhibits 5, 8, 9, 14 through 16, 19, 20, 24, 26, 30, 34, 35, 40 through 43, 46 through 50, 52, and 56 through 58, were admitted into evidence. Petitioner's Exhibit 35 was accepted as a proffer. The District presented the testimony of: Holly Bauer- Windhorst, accepted as an expert in environmental biology; Melinda Parrott, accepted as an expert in marine biology and environmental impact analysis; Anita Bain, accepted as an expert in biology and environmental impact assessments; Robert Brantly, a professional engineer and Director of the Department's Bureau of Coastal Engineering; and Mary Duncan, accepted as an expert in biology and manatee impact assessment. The testimony of Peter Eckenrode was presented through his deposition. The District's Exhibits 5, 10, 12, and 14 through 18 were admitted into evidence. Intervenors presented the testimony of: Leonardo Nero, accepted as an expert in marine biology, seagrass conservation, oceanography, navigation, and vessel operation and maintenance; Gary Shelton; Sally Eastman; and Christine Desjarlais-Leuth. Intervenors' Exhibits 1, 5, 7, 8, 9, and 14 were admitted into evidence. The two-volume Transcript of the hearing was filed with DOAH. The parties filed proposed recommended orders. Petitioner filed revised pages to its proposed recommended order to correct scrivener's errors. Petitioner moved to strike an issue that was raised for the first time in the District and Intervenors' Joint Proposed Recommended Order. The motion to strike is granted as discussed in the Conclusions of Law.
Findings Of Fact The Parties Petitioner, Highpoint Tower Technology, Inc., is a Florida corporation with its mailing address at 800 South Osprey Avenue, Building B, Sarasota, Florida 34246. Petitioner is the owner of property located in Section 25, Township 45 South, Range 22 East, in Lee County, Florida, consisting of approximately eight acres. The property is on Bokeelia Island, on the northern tip of Pine Island. Petitioner is the applicant for the ERP and Lease which is the subject of this proceeding. The District is a regional water management agency with powers and duties established in Chapter 373, Florida Statutes. Its principal office is located at 3301 Gun Club Road in West Palm Beach. The District regulates certain construction activities in waters of the state pursuant to Chapter 373, Part IV, Florida Statutes, and Florida Administrative Code Chapter 40E. The District has also been delegated authority from the Board of Trustees to process applications for submerged land leases for structures and activities on or over sovereignty submerged lands. See Fla. Admin. Code R. 18-21.0051. Intervenor Sally Eastman resides on property adjacent to the proposed project. Intervenors, Christine Desjarlias-Leuth and Ron Leuth, own and reside on riparian property approximately 400 feet from the proposed project. Intervenor Gary Shelton owns and resides on riparian property near the proposed project. All Intervenors use the waters of Charlotte Harbor for water-based recreational activities, including fishing, swimming, boating, wading, and nature observation. The Affected Waterbodies The north side of Petitioner's property is adjacent to Charlotte Harbor. The south side of the property is adjacent to Back Bay. Both waterbodies are within the Pine Island Sound Aquatic Preserve. The aquatic preserve is an Outstanding Florida Water. Aquatic preserves are so designated because they have exceptional biological, aesthetic, and scientific value. It is the intent of the Legislature that aquatic preserves be set aside forever as sanctuaries for the benefit of the public. See § 258.36, Fla. Stat. Aquatic preserves were established for the purpose of being preserved in an essentially natural or existing condition so that their aesthetic, biological and scientific values may endure for the enjoyment of future generations. See Fla. Admin. Code R. 18-20.001(1). Charlotte Harbor in this location is a large expanse of open water with 10 to 12 miles of fetch to the north, making it subject to high winds and waves during storms. The water bottom of Charlotte Harbor is sandy. There are many areas of Charlotte Harbor with "prop scars," which are caused when boats travel in shallow waters and impact the bottom with boat motor propellers. There are seagrasses growing in the vicinity of Petitioner's Charlotte Harbor shoreline, mostly Thallasia testudinum (turtle grass) and Syringodium filiforme (manatee grass). Healthy turtle grass beds are growing near the proposed marina structures in Charlotte Harbor. There was some dispute about whether the turtle grass is 12 inches or 18 inches in length. The more persuasive evidence is that mature turtle grass is 18 inches in length. If there is turtle grass of shorter length in the area of the proposed project, it will eventually mature to a length of 18 inches. These seagrass communities qualify as a Resource Protection Area ("RPA") 1, which is defined in Florida Administrative Code Rule 18-20.003(54) as "[a]reas in aquatic preserves which have resources of the highest quality and condition for that area." There is also small patch of soft whip coral offshore, as well as some sea lettuce and interstitial algae on the sandy bottom. No water quality data for this area of Charlotte Harbor was presented by Petitioner. West Indian manatees are known to forage and move in the area near Petitioner's Charlotte Harbor shoreline, as well as in Back Bay. The manatee is a "listed" species. Back Bay is a small, semi-enclosed bay. It is shallow, averaging around four feet in depth at mean low water. A narrow passage known as Jug Creek leads out of Back Bay to Pine Island Sound. There are no seagrasses along Petitioner's shoreline on Back Bay, but there are seagrasses elsewhere in Back Bay. There are many prop scars in the shallower areas of Back Bay. The water bottom in Back Bay is silty and organic. It can be easily stirred up by boats and propeller action. No water quality data for Back was presented by Petitioner. Existing Structures A public access fishing pier extends about 400 feet from Petitioner's property into Charlotte Harbor, generally forming a "T." The pier has existed for decades and was one of the first landing and offloading piers in the region for commercial fishing activities, with fish houses on the adjacent uplands. The riparian owner obtained title to the submerged lands beneath the fishing pier by operation of the Butler Act, which vests title in the riparian upland owner to submerged lands if structures were erected over or upon the submerged lands before 1951. Therefore, a submerged land lease from the Board of Trustees is not required for the fishing pier. However, Petitioner obtained a submerged lands lease in 2000 for two recreational boat slips along the east side of the pier. There is a seawall along Petitioner's Charlotte Harbor shoreline. Petitioner's upland was formerly occupied by approximately 120 mobile homes, which were served by septic tanks. The mobile homes were removed two or three years ago and Petitioner obtained a separate environmental resource permit from the District in May 2006 for a proposed new residential and commercial development on the uplands called Bokeelia Harbor Resort. Construction of the new development, which would include single-family homes, multi-family buildings, a swimming facility, and a restaurant, has not yet begun. In Back Bay, Petitioner's shoreline has a seawall and a number of finger piers extending off the seawall. Petitioner has two submerged land leases in Back Bay, one that authorizes 50 boat slips and another that authorizes 10 slips. Only about a dozen boats have been using these slips in recent years. There are two boat ramps on Petitioner's property for access to Back Bay. The record evidence leaves unclear whether the ramps were for the exclusive use of the former mobile home residents or were used by the general public. The historical and current use of the boat ramps, in terms of the average number of launches per month or year, was not established in the record. There is a man-made, seawalled canal or basin on Petitioner's property that connects to Back Bay. There are piers and slips in the canal, which Petitioner claims could accommodate about 30 boats. Aerial photographs of the canal indicate that 20 to 25 boats is a more reasonable estimate. The water bottom of the canal is privately owned and, therefore, does not require a submerged lands lease. Petitioner presented inconsistent information about the number of existing boat slips in Back Bay. Petitioner claimed that there are as many as 108 slips in Back Bay. That number seems impossible, given that only 60 slips are authorized by the two submerged land leases. There was no exhibit presented to show where the 108 slips are located. The Department of Community Affairs determined that 85 slips in Back Bay were "vested" for purposes of the development of regional impact review program in Chapter 380, Florida Statutes, which means the slips were constructed before July 1, 1973. The Florida Fish and Wildlife Conservation Commission thinks there are now 82 boat slips in Back Bay. The Department of Environmental Protection thinks there are 80. Petitioner had a motive to exaggerate the number of existing slips. The unsupported testimony of Petitioner's witness that there are 108 slips in Back Bay was not substantial evidence.1/ It is found that Petitioner currently has approximately 82 boat slips in Back Bay. Petitioner is not currently controlling the use of the slips in Charlotte Harbor and Back Bay, such as by limiting the size or draft of vessels. There are no signs that inform boaters about seagrasses or manatees. There are currently no sewage pump-out facilities. Petitioner is not currently controlling boaters' uses of fuel or other chemicals. However, no evidence was presented to show the extent of any past or current polluting activities. Petitioner sought to show that the septic tanks that had been removed from the upland property were a source of nutrients and other pollutants to Charlotte Harbor. The District and Intervenors objected to this evidence as irrelevant because the ERP and Lease applications do not involve the removal of the septic tanks and their replacement with a central sewage collection system, and because Petitioner removed the septic tanks some years ago as part of its re-development of the uplands. The objection was sustained, but Petitioner was allowed to make a proffer that the removal of the septic tanks improved the water quality of the adjacent waterbodies. The issue was one of relevancy alone, because it was apparently undisputed that the removal of the septic tanks resulted in some unquantified improvement in the water quality of adjacent waterbodies.2/ The Proposed Project Petitioner proposes to construct new commercial docks and related structures (marinas) in both Charlotte Harbor and Back Bay. The Charlotte Harbor marina would have 24 boat slips, which is 22 more slips than currently exist. The Back Bay marina would have 43 slips, which is 39 fewer slips than currently exist. Overall, the proposed project would result in a reduction of about 17 slips. Petitioner would make all boat slips in the marinas available to the public on a “first come - first served” basis. Some slips would be leased on an annual basis. An unspecified number of slips would be for day rental, primarily to accommodate patrons of the restaurant on the uplands. In Charlotte Harbor, a long pier would extend to a dock configuration that forms a marina basin, with concrete panels on three sides extending from above the water line to below the sandy bottom to act as a breakwater. The opening into the marina basin for ingress and egress by boaters would be to the southeast. On the west side of the marina basin would be a 1500 square foot fishing platform. Slips 1 through 5 would be along the east side of the pier and would have boat hoists to raise the boats out of the water. Because seagrasses are growing near slips 1 through 5, Petitioner agreed to limit the draft of boats using these slips to 30 inches. Slips 6 through 24 would be within the protected marina basin. These slips are intended to accommodate larger boats than the kinds of boats that can safely navigate in the shallow waters of Back Bay. However, boats using slips 6 through 24 would not be allowed to have drafts greater than five feet. These slips would not have hoists. All the new slips in Back Bay are designed for a maximum boat length of 30 feet, but the slips vary with regard to maximum allowed draft, from 16 inches to three feet, depending on the depth of the adjacent waters. The Charlotte Harbor marina would extend about 100 feet more waterward so that it would be 500 feet from the shoreline, which is the maximum extension allowed under Florida Administrative Code Rule 18-20.004(5)(a)1. No boats slips or mooring would be allowed beyond the 500-foot limit. The canal connected to Back Bay would be filled in, and three additional residential units would be placed on the uplands created by the filling. Petitioner suggested that the canal has poor water quality, such as low dissolved oxygen, and that elimination of the canal would be a benefit for the water quality of Back Bay. Petitioner presented no water quality data to support this allegation, but the elimination of the canal would more likely than not have some small water quality benefit for Back Bay. The boat ramps on the upland would be removed. A new seawall would be installed along Petitioner's Back Bay shoreline and approximately 400 reef balls would be placed in the water along the face of the seawall. The reef balls are three feet tall and four feet wide, made of cement, and have openings. It is expected that oysters and barnacles would colonize the reef balls. Because there are oysters, barnacles, and other filter feeders in Back Bay, that expectation is a reasonable one. Fish are likely to be attracted to the reef balls. Petitioner contends that the reef balls, after they are colonized by oysters, will provide water quality benefits, because oysters filter the water when feeding. Although there was some support in the record for this general proposition, there was no evidence presented about the types of pollutants that can be removed from the water by oysters, or the level of water quality improvement that reasonably could be expected. Reef balls have been used at another marina in the region and were determined by the regulatory agencies to provide some public benefit, but Intervenors' expert, Leonard Nero, believes that the value of reef balls is exaggerated. It is his opinion that reef balls do not function like a natural habitat because there is no primary food production or sustainable biological interrelationships. It is found that the proposed reef balls would provide some small environmental benefits to the Back Bay ecosystem. In Back Bay, there are currently no channel markers except in Jug Creek. Petitioner proposes to provide channel markers so that boats entering and leaving the marina would be guided away from shallower waters and away from seagrasses. Petitioner prepared a Marina Management Plan to govern the operation of the marinas, including the use of the slips. The management plan requires waste receptacles and restricts the use and storage of fuel and other chemicals. The plan also includes an education program to inform marina users about water quality and habitat protection. A harbor master would be employed to oversee the operation of the marinas. The harbor master would be responsible for assuring compliance with the requirements in the Marina Management Plan, including maximum boat drafts, fuel spill prevention and clean-up, proper use of sewage pump-out facilities, prevention of hull cleaning and use of deleterious boat cleaning products, and proper disposal of fish cleaning wastes. The harbor master's office would be located on the docks over Charlotte Harbor. The District and Intervenors are not impressed with Petitioner's proposal to employ a harbor master to control marina activities because the harbor master would not be at the marinas 24 hours a day and could not be present at both marinas at the same time. However, the employment of a harbor master would strengthen the use and enforcement of the Marina Management Plan. There would be educational signs for boaters with information about manatees and seagrasses. Petitioner proposes to install sewage pump-out facilities at both marinas that would be connected to the sewage collection system that will serve the upland development. The proposed project includes modifying the proposed upland residential development to add three residential units and a cul de sac, and enlarging a stormwater retention area to accommodate the associated stormwater impacts. Project Impacts Seagrasses It is usually difficult and sometimes impossible for seagrasses to re-colonize an area that has been prop-scarred. Seagrasses are the primary food of manatees, so an adverse impact to seagrasses is an adverse impact to manatees. The seagrasses to the east of the entrance of the proposed Charlotte Harbor marina are subject to disturbance from boats entering and leaving the marina. Boats approaching or departing from slips 1 through 5 are likely to cross these seagrasses from time to time. The water depth in the area of slips 1 and 2 is about minus five feet (mean low water) at the shallowest. For any seagrasses growing at minus five feet, and assuming the seagrasses are 18 inches in length, the clearance between the bottom of a boat with a 30-inch draft and the top of seagrasses would be 12 inches at mean low water. District and Intervenors are also concerned about the potential impacts to the seagrasses near the proposed Charlotte Harbor marina from large boats using slips 6 through 24, which could have a draft of five feet. About 260 feet to the east of Petitioner's pier is another pier, known as Captain Mac's Pier. There are seagrasses between the two piers. Boaters wanting to reach slips 6 through 24 would have to navigate past Petitioner's marina basin, into the area between Petitioner's pier and Cap'n Mac's pier, and then make nearly a 180 degree turn to enter the marina basin. The more persuasive record evidence indicates that this maneuver would sometimes be difficult for inexperienced or inattentive boaters even in relatively calm conditions. In windy and storm conditions, the maneuver would be difficult even for experienced boaters. If there are tethered buoys marking the limits of the seagrasses, as proposed by Petitioner, the buoys would add to the navigational challenge. The preponderance of the credible evidence shows that it is likely that boaters in vessels with drafts greater than 30 inches, when entering or leaving the marina basin, would sometimes cross the seagrasses and do damage to the seagrasses and other submerged resources. Another potential adverse impact to seagrasses is shading caused by structures. Shading caused by the existing fishing pier in Charlotte Harbor appears to have impeded the growth of seagrasses in some areas near the pier. The proposed breakwater for the Charlotte Harbor marina presents a relatively unique shading issue. Petitioner did not adequately demonstrate that shading from the proposed structures in Charlotte Harbor would not adversely affect seagrasses. The District and Intervenors contend that the proposed project would also cause adverse impacts to seagrasses in Back Bay. However, because Petitioner has reduced the numbers of slips in Back Bay and eliminated the boat ramps, the boat traffic in Back Bay should be reduced. Furthermore, Petitioner would restrict boat drafts and mark a channel to guide boaters to deeper waters and away from seagrasses. Therefore, the proposed project would likely reduce the risk of damage to seagrasses and other submerged resources in Back Bay. The District and Intervenors describe Petitioner's proposal to install channel markers in Back Bay as too "tentative" because there is another developer that has proposed to install channel markers and Petitioner's proposal is to install the markers if the other developer does not. However, the details of the channel marking are in evidence. If the channel marking is made a condition for construction of the proposed project, it can be considered a part of the reasonable assurance of compliance with relevant permitting criteria. No specific evidence regarding the general health and value of the seagrasses in Back Bay was presented. The seagrasses in Back Bay are not designated as an RPA. There was no evidence presented that there is soft coral or other submerged resources in Back Bay. Therefore, the reduced risk of harm to the seagrasses in Back Bay does not offset the potential harm that the proposed project would cause to the seagrasses and other submerged resources in Charlotte Harbor. Manatees Petitioner agreed to comply with all of the conditions recommended by the Florida Fish and Wildlife Conservation Commission related to the protection of manatees: In order [to] ensure a minimum clearance of 12 inches above the top of seagrass so as to avoid damage located in the project ingress/egress route, the maximum draft, including propeller(s), for vessels associated with slips 1-5 in Charlotte Harbor shall be 30 inches. The Standard Manatee Conditions for In- Water Work (revision 2009) shall be followed for all in-water activity. Handrails shall be constructed and maintained along the access pier and the landward side of the terminal platform to prevent mooring outside of the designated slip areas. The Permittee shall develop and implement a Florida Fish and Wildlife Conservation Commission (FWC)-approved marina educational program prior to slip occupancy. The Permittee shall develop this educational program with the assistance of FWC, and FWC shall approve this education plan prior to its implementation. The program may include (at a minimum) the posting of permanent manatee educational signs and the display of brochures in a prominent location. The educational program must be maintained for the life of the facility. The [Permittee] shall install and maintain seagrass marker buoys as depicted in the site plan for the docks in Charlotte Harbor. The buoys must be permitted by the U.S. Coast Guard and the Florida Fish and Wildlife Conservation Commission's Boating and Waterways Section, and maintained for the life of the project. The [P]ermittee shall provide bins for the disposal of or recycling of monofilament line or other used fishing gear. The [P]ermittee shall also provide educational signs encouraging the use of these bins. Larger boats are generally more lethal in collisions with manatees because there is usually more momentum involved. Greater momentum generally causes deeper propeller cuts and other serious physical injury. Slips 6 through 24 in the Charlotte Harbor marina would accommodate boats of greater size (up to five-foot draft) than would have used the slips that would be eliminated in Back Bay, creating some small, unquantified additional risk of increased injury or death to manatees in Charlotte Harbor and other area waters. Lee County reviewed the proposed project against the Lee County Manatee Protection Plan and scored the project as "Preferred." The factors that the County considered in scoring the project were not explained. The reduction of boat traffic in Back Bay that would result from the eliminating boat slips and removing the boat ramps, and the marking of a channel away from seagrasses in Back Bay, would reduce the current risk to manatees using Back Bay. However, that reduction of risk is offset by the increased risk of injury to manatees associated with the addition of 17 larger slips in the Charlotte Harbor marina, the potential for collisions with any manatees foraging in the seagrass near the Charlotte Harbor marina, and the potential loss of seagrasses from boat impacts and shading. The overall effect of the proposed project on manatees would probably be negative. Water Quality The District and Intervenors contend that the proposed project would cause additional pollution associated with boating activity and, therefore, would violate the water quality standard applicable in Outstanding Florida Waters that ambient water quality cannot be degraded. However, Petitioner would reduce the total number of boats that could operate out of the marinas and would implement a number of prohibitions and other management practices that would reduce the potential for pollution when compared to the current situation. There was no evidence presented to quantify the pollution that might now be occurring as a result of the absence of pump-out facilities at the marinas, or the presence of related pollution in Charlotte Harbor or Back Bay. However, it was undisputed that the availability of pump-out facilities is generally a benefit for water quality. Petitioner has not indicated where the sewage pump-out facilities would be located. Although this is a relatively minor issue, the location of these facilities can affect the potential for pollution and, therefore, it is reasonable for the District to require this information before the ERP can be approved. Although the District and Intervenors contend that insufficient information was presented regarding flushing characteristics in Charlotte Harbor, that contention is inconsistent with their claim that strong winds, waves, and tidal forces that occur in this area of Charlotte Harbor would cause shoaling and scour at the breakwater. There is sufficient evidence that the Charlotte Harbor marina would be well flushed. An issue was also raised about the potential for turbidity problems in Back Bay caused by disturbance of the silty bottom by boats using the Back Bay slips. However, the reduction of the number of boats that would operate out of the Back Bay marina, the marina management proposals, and the channel marking would likely reduce such incidents in Back Bay. As discussed above, some small water quality benefits to Back Bay would be realized by the reef balls and the elimination of the canal. The overall effect of the proposed project would be to reduce the potential water quality impacts associated with the marinas, resulting in some small net improvement to the ambient water quality of the Pine Island Aquatic Preserve. Shoaling and Scour Shoaling is generally the accumulation of unconsolidated sediments that occur because of their movement by hydrodynamic forces of water flow, waves and currents. Scour is a type of erosion that occurs when current forces, when moving around a structure, push sediments away. Petitioner's expert, Hans Wilson, testified that it would take a relatively extreme amount of wave energy to create scour at the bottom of the breakwater. He said that the proposed breakwater was similar to one used at Royal Palm Yacht Club in Charlotte Harbor, which has not caused shoaling or scour. Robert Brantly, of the Department of Environmental Protection, believes that the proposed breakwater could cause shoaling and scour. While not agreeing with Mr. Brantly's concern, Petitioner offered to place reef balls at the base of the breakwater to further dissipate wave energy. Petitioner's evidence on this issue lacked much detail, but the evidence offered by the District was speculation -- Mr. Brantly thought there might be a problem and wanted to see more information. The District failed to rebut Petitioner's prima facie case that the breakwater would not cause shoaling or scour. Public Uses The District and Intervenors contend that the proposed project would reduce access by the general public to the aquatic preserve because the boat ramps would be eliminated and the fishing platform would be smaller than the area now available to the public on the fishing pier. The evidence shows some small reduction in public access to the aquatic preserve would likely result from the proposed project. Fill The District and Intervenors claimed for the first time in their Joint Proposed Recommended Order that the proposed breakwater for the Charlotte Harbor marina is prohibited fill. Florida Administrative Code Rule 18-20.004(1)(c) prohibits "filling waterward of the mean or ordinary high water line." "Fill" is defined in Rule 18-20.003(27): "Fill" means materials from any source, deposited by any means onto sovereignty lands, either for the purpose of creating new uplands or for any other purpose, including the spoiling of dredged materials. For the purpose of this rule, the placement of pilings or riprap shall not be considered to be filling. The District claims that the breakwater is "clearly prohibited" and that no additional factual evidence needs to be presented to determine the issue. However, although it is clear that the rule prohibits the deposition of fill materials such as dirt or sand into the water, it is not clear what other activities are prohibited by the rule.3/ Docks and marinas are clearly allowed by the aquatic preserve rules. Whether the breakwater is a piling structure is not answered by the record evidence. Evidence regarding the practices of the Board of Trustees, the Department of Environmental Protection, and the District in the interpretation and application of the rule is also absent from the record. Therefore, even if the issue had been timely raised by the District and Intervenors, the record evidence is insufficient to prove their claim.
Recommendation Based on the foregoing Proposed Findings of Fact and Conclusions of Law, it is RECOMMENDED that the South Florida Water Management District deny the ERP and Lease requested by Petitioner. DONE AND ENTERED this 9th day of November, 2010, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of November, 2010.
