The Issue Whether or not Petitioner is entitled to a dredge and fill permit to construct a dock and seawall by provision of reasonable assurances that the project is in the public interest.
Findings Of Fact On May 8, 1989, the Petitioner, Kathryn Haughney, applied to DER for a permit to construct a dock and seawall on the shore of the Halifax River in Volusia County. The portion of the Haughney property where the dock and seawall would be constructed is separated from the Haughney home by John Anderson Drive, which parallels the river's edge and is separated from the river by a ribbon of undeveloped property at that location and to the south. A house is located at water's edge on the lot to the north of the proposed construction site. The Haughney home itself is set well back from John Anderson drive on the side of the street away from the river. The Halifax River is classified as a Class III water body under DER rules. The particular part of the Halifax River where the Haughney property is located and where the dock and seawall are proposed is also within the Tomoka Marsh Aquatic Preserve, which is an Outstanding Florida Water under DER rules. The dock as proposed by Petitioner will be 320 square feet. DER denied the permit application on July 19, 1990, but in so doing did not deny the application on the basis of the proposed dock, which, because of its dimensions, is exempt from DER permitting requirements. The seawall as proposed is to be 137 feet long. Petitioner applied to extend it 16 feet out into waters of the state at the northern end, gradually increasing to 34 feet into waters of the state at the south end. Additionally, 5 feet of riprap would also extend out into waters of the state along the seawall's entire length. The waters of the state that would be filled by the proposed seawall contain lush wetland vegetation that provides habitat for a number of macroinvertebrate species which are part of the food chain feeding fish and wading birds such as egrets and herons. Fiddler crabs and colonies of mussels have been observed on the site. The area to be filled provides a valuable habitat for fish and wildlife. There was no mitigation offered by Petitioner to make up for the loss of habitat to be occasioned by the proposed construction. Although Petitioner asserted DER had named no "endangered species" and that the Environmental Protection Administration had not designated this area as "endangered," those federal concerns were not at issue. If such federally designated species or location designation existed in the locale, it might militate against granting this application for permit, but in the negative, it is irrelevant. A vertical seawall exists immediately north of Petitioner's shoreline. The shoreline to the south remains undeveloped. (See Finding of Fact 2). Construction of seawalls, especially those that extend out from the existing shoreline, typically causes erosion on adjacent shorelines, and additional seawalls exaggerate wave energy and can have a cumulative erosive effect. The foregoing fact is found in reliance upon the testimony of Don Medellin, an Environmental Specialist II for DER, and Barbara Bess, an Environmental Manager for DER, both accepted as experts in environmental aspects of dredge and fill permits. The assertion that actual erosion on the property to the south has already occurred was contained in a letter from Petitioner's southern neighbor (DER Exhibit 6). Petitioner's representatives objected to consideration of this exhibit as "hearsay." They are correct and current erosion to the south is not found as a fact. Nonetheless, actual erosion in a pocket on the north end of Petitioner's shoreline has been shown by the direct testimony of Emmett and Martha Haughney, who assert that their property is eroding due to the existing seawall and that Petitioner wants a permit for a seawall to alleviate this erosion. Their evidence is confirmed by the personal observations and testimony of Mr. Medellin and Ms. Bess. Further, upon their testimony, it is accepted that this minimal pocket of erosion is most likely due to the existing seawall to the north and that if the Petitioner builds a seawall to the specifications now set out in the permit application, there is potential for similar and perhaps cumulative erosion to the shoreline to the south of Petitioner's lot. Neither the city nor county involved has land use restrictions which would prohibit Petitioner's proposed seawall except that Volusia County advocates riprap requirements if this permit application were granted. In its Notice of Permit Denial, DER advised Petitioner as follows: The Department has determined that the follow- ing changes to the project may make the project permittable: The vertical seawall should be eliminated and replaced with coquina rock riprap revet- ment. The riprap should be located further landward and conform to the slope of the existing embankment. Backfilling on the north property line is acceptable provided the fill area does not extend more than 10 feet westward in the most eroded area. Accordingly, the riprap could extend to the adjacent seawall and gradually extend in a more landward direc- tion to prevent excessive elimination of the littoral zone vegetation. Whatever alternative the applicant elects to choose, the removal or elimination of littoral zone vegetation must be offset in the form of mitigation if the impacts can not be reduced any further. Finally, the agent should eliminate the use of generic drawings which must be continually revised. All drawings should reflect the existing and proposed conditions and the impacts associated with the project. Petitioner's contractor, Andy Harris, testified to other alternatives that could be used by Petitioner in constructing her seawall, but the evidence of Mr. Medellin and Ms. Bess is persuasive that the alternative measures proposed by Mr. Harris would not provide the reasonable assurances the law requires DER to obtain from Petitioner.
Recommendation Upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Regulation enter a Final Order affirming its July 19, 1990 Notice of Permit Denial. RECOMMENDED this 25th day of April, 1991, at Tallahassee, Florida. ELLA JANE P. DAVIS, 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 25th day of April, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 90-7215 The following constitute specific rulings pursuant to Section 120.59(2) F.S. upon the parties' respective proposed findings of fact (PFOF): Petitioner's letter to Hearing Officer (filed March 22, 1991) The first paragraph complains that a VCR was unavailable in the hearing room so that Petitioner's videotape could not be shown. Petitioner should have made arrangements for showing the tape and did not. Likewise, Petitioner never offered the tape in evidence (for viewing by the Hearing Officer afterwards in preparation of this Recommended Order). Therefore, it very properly was not considered. The next 3 paragraphs refer to the Casden letter (DER Exhibit 6), which is covered in FOF 8-9. The remaining paragraphs are rhetoric and legal argument upon which no ruling need to made under Section 120.59(2) F.S.; however, they are alluded to in the Conclusions of Law. Petitioner's letter to DER Counsel (filed March 25, 1991 by DER, suggesting it was Petitioner's proposed findings of fact) 1-3 For the reasons set out above, the Petitioner's videotape was not considered. The subject of erosion to the degree proved at the hearing is covered in the Recommended Order. 4-5, PS 1-3 Mere rhetoric and legal argument upon which no ruling need be made under Section 120.59(2) F.S.; covered in the Conclusions of Law to the degree appropriate. Respondent's PFOF: 1-11 Accepted as modified to reflect the greater weight of the credible and probative record evidence as a whole. That which is rejected is rejected as not proven or not persuasive. Unnecessary or irrelevant material has likewise been excluded. COPIES FURNISHED: Douglas MacLaughlin Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kathryn Haughney 2301 John Anderson Drive Ormond Beach, FL 32074 Emmett and Martha Haughney 2301 John Anderson Drive Ormond Beach, FL 32074 Carol Browner, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
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 issue in this case is whether the evidence sustains the decision of the City of Clearwater Development Code Adjustment Board (the Board) to grant the application of the Appellant, the City of Clearwater for dock length, width and setback variances to allow the reconstruction of the public pier facility located at the west end of Magnolia Drive in Clearwater, Florida. (The pier was destroyed by the "No Name Storm of the Century" on March 12-13, 1993.)
Findings Of Fact On or about September 1, 1993, the City of Clearwater applied to the City of Clearwater Development Code Adjustment Board (the Board) for dock length, width and setback variances to reconstruct the public pier facility located at the west end of Magnolia Drive in Clearwater, Florida, where it terminates at the waterfront in an "aquatic lands/coastal zoning district." The pier was 91.5 feet in length and 40 feet in width; it was set back 12.5 feet from the extension of the adjacent property lines. It was destroyed by the "No Name Storm of the Century" on March 12-13, 1993. Since the site has 65 feet of waterfront, reconstructing it to its previous dimensions requires variances of: (1) 59 feet in dock length (over the 32.5 feet allowed by the City of Clearwater Development Code); (2) 17.25 feet in dock width (over the 22.75 feet allowed by the Code); and (3) 7.5 feet reduction in setback from the extended adjacent property lines (below the 20 feet required by the Code.) Before its destruction, the public pier at the west end of Magnolia Drive in Clearwater had been in existence for many years. (The original version was built in approximately 1915.) The evidence is that the community at large desires to reconstruct the pier to its former dimensions. The old pier has historic and sentimental significance. It also serves as a recreational facility for residents without private access to a dock on the waterfront. Especially in the last several years before its destruction, public use of the old pier brought with it problems of misuse, loitering, litter, noise, trespassing, and crime. The police did not have the resources to prevent these problems. Criminal activity in the area seems to have decreased since the destruction of the old pier. As a result, the property owners closest to the pier do not want the public pier reconstructed at all, and certainly do not want it reconstructed to its former dimensions. They oppose the variance application. The conditions imposed by the Board (no deviation from the proposed materials and building plan, the erection of signs as to closing times to be enforced by the police, proper lighting, and the installation of an electronic safety system, including a gate, to be monitored by the police) will help alleviate many of the concerns of the neighboring property owners but are not guaranteed to eliminate them in their entirety. The water is shallow in the vicinity of the site, and a dock of a certain length is necessary for the dock to be used for boats of any appreciable size and draft. However, this condition is not unique to the particular site in question, but is uniformly applicable all along the City waterfront, and there was no evidence as to the length of dock required for adequate water depth for use by boats. There is no competent, substantial evidence in the record from which it could be found that the granting of the variances will not be materially detrimental or injurious to other property or improvements in the neighborhood in which the property is located. There is no competent, substantial evidence in the record from which it could be found that the granting of the variance will not impair the value of surrounding property.
Findings Of Fact Background Petitioner, David E. Musselman, is the owner of Lot 23, Block 22, Cudjoe Gardens Eighth Addition, Cudjoe Key, Monroe County, Florida. The lot measures 127 feet along its front and rear property line, 135 feet along its side property lines and, similar to adjacent lots, its rear property line abuts an artificially created waterway. Currently, most of petitioner's lot enjoys an elevation of six feet; however, from the edge of the waterway landward a distance of approximately 20 feet [to what has been referred to as the "toe of the existing slope" in these proceedings] the surface consists of exposed caprock at an elevation of approximately four inches above mean high water. It is petitioner's desire to construct a single family residence upon such lot and, incident to such construction, to erect a seawall along the edge of the waterway such that the elevation at the waterway will be increased by two feet, and to backfill from the seawall to his home. Such backfilling would require the deposition of approximately 3,540 square feet of fill within the Department's jurisdiction, which was shown to extend from the edge of the waterway to the toe of the existing slope, and would raise the elevation in such area two feet above existing grade. On December 16, 1991, petitioner filed an application with respondent, Department of Environmental Regulation (Department), for an exemption from the Department's wetland permitting requirements. If approved, such exemption would allow petitioner to construct the vertical seawall along the waterway, and backfill from the seawall to his proposed home. By notice of agency action dated February 14, 1992, the Department proposed to deny petitioner's application predicated on its conclusion that his proposal did not meet the exemption criteria established by Rule 17- 312.050(1)(g), Florida Administrative Code. Petitioner filed a timely protest to contest the Department's conclusion. The exemption Pertinent to this case, Rule 17-312.050(1)(g), Florida Administrative Code, exempts from permitting the following activities: (g) Construction of seawalls or riprap, including only that backfilling needed to level the land behind the seawalls or riprap, in artificially created waterways where such construction will not violate existing water quality standards, impede navigation or adversely affect flood control. An artificially created waterway shall be defined as a body of water that has been totally dredged or excavated and which does not overlap natural surface waters of the state. For the purpose of this exemption, artificially created waterways shall also include existing residential canal systems . . . . At hearing, the parties stipulated that the waterway which abuts the rear property line of petitioner's lot is an artificially created waterway, as well as an existing residential canal, and that the proposed project will not violate existing water quality standards, impede navigation, or adversely affect flood control. Notwithstanding, the Department contends that petitioner's application should be denied because no need has been demonstrated that would support the construction of the seawall along the edge of the waterway, as opposed to locating it further inland, and therefore the amount of backfill, with its attendant loss of wetlands, is excessive. For the reasons set forth in the conclusions of law, the Department's position is untenable as a matter of law. 1/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department enter a final order approving petitioner's application for an exemption to construct a seawall, and to backfill from such seawall to his proposed home, as applied for. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 4th day of June 1992. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 4th day of June 1992.
Findings Of Fact Ocean Reef Club, Inc., is the developer of certain lands located on the northern end of Key Largo, Monroe County, Florida. The development began as a fishing village in the 1940's and now includes private residences, a marina, and residential docking facilities. Ocean Reef applied in 1982 to DER for a permit to construct a residential docking facility known as Fisherman's Wharf. The facility was to provide a number of parallel docking spaces with an access channel following an existing tidal creek to the northeast connecting to a waterway known as the Harbor House Basin. The permit was issued on October 5, 1984, authorizing construction of a 4-foot wide parallel dock approximately 600-feet long, the dredging of a turning basin through the excavation of approximately 1800 cubic yards of material and the dredging of some 200 cubic yards from an existing tidal creek along a 480 lineal foot length of the creek to a width of 5-feet; all located in No Name Creek, a tidal creek connecting Harbor House Marina to Pumpkin Creek, in Card Sound, Key Largo, Monroe County, Section 11, Township 59 South, Range 41 East. That permit was extended by a letter dated June 10, 1987, and now carries an expiration date of October 5, 1989. The existing permit held by Ocean Reef Club, valid until 1989, would allow the direct dredging of a tidal creek vegetated by seagrasses over a 400- foot length yielding a direct dredging of seagrasses of some 3000 square feet. During the two-year processing time leading to issuance of the permit, Ocean Reef sold a portion of the property comprising the access channel to third parties who now will not grant their permission authorizing channel construction across their property. As a result, in 1987, Petitioner requested a major modification to permit no. 440601649. Although Petitioner attempted to show that its change of plans had been inconsistently processed by DER as a new permit application when DER was obligated to treat it as a modification of a prior permit which would require no new application, processing, or permit, Petitioner was unable to do so. Petitioner's expert professional land surveyor, Joseph Steinocher,, concurred with DER witnesses Kelly Jo Custer and David Bishof that the Ocean Reef plan changes were so significantly altered as to constitute a wholly new project. Steinocher specifically indicated it was a "significant change in that there is no relationship between the two," and Custer, DER's marina permitting specialist, testified that DER's consistently applied policy is to require all such significant permit modifications to be processed de novo as wholly new permit applications because to do otherwise would not be in the public interest. Custer was also qualified as an expert in marine biology and water quality, and from Custer's viewpoint, the changed plans constitute a new and different project for many reasons but primarily because the project impacts on water which have been designated Outstanding Florida Waters (OFW) during the intervening years. The project revision/new permit application plans changed the configuration of the turning basin, providing for a kidney-shaped upland basin with the utilization of an additional portion of No Name Creek, extending Southeasterly toward the entrance of a water body known as Fisherman's Cove. Because the project initially proposed disturbance of wetlands and dredging of mangroves, a mitigation area of some 10,300 square feet was included in the plan. The original proposal called for the straightening of an oxbow in the existing tidal creek and the placement of fill through approximately one-half the reach of the tidal creek to gain access to the dredge area with the fill to be removed after construction. During the processing of the latest permit application, adverse comments were received from DER staff members, and the Petitioner modified the application to eliminate the straightening of the oxbow. The pending proposal involves the construction of 24 boat slips along a floating dock, the installation of boulder rip-rap, and the placement of culverts to allow access to a central island to remain after construction of the docking facility. As a result of prior permit agreements between the parties, Ocean Reef Club had conveyed approximately 730 acres to the State of Florida Board of Trustees of the Internal Improvement Fund by special warranty deed dated March 17, 1982. Petitioner asserted but failed to prove up that all construction involved in the pending proposal is landward of those lands either conveyed by that special warranty deed or otherwise in the control of the State of Florida and in fact would be wholly upon its own property. Even had the private property encapsulation of the construction been established, Petitioner's registered land surveyor admitted that the tidal creek entrance is within the limits of the deed to the State of Florida. Access for the proposed 24-slip facility will be through the existing tidal creek that has water depths ranging from minus 2.2 feet to in excess of minus 8 feet at low tide. The earlier proposal would have required only a small portion of the natural creek to be used by motor boats. The project contemplated in 1984 and the one which is the subject of the present litigation are not comparable either biologically nor legally. It is noted that one condition of the 1984 permit even required navigational barriers to be placed at the mouth of No Name Creek. Accordingly, it is specifically found that the significant plan changes render the pending Ocean Reef permit application truly a new project rather than a minor modification as contemplated by Chapter 17-12 F.A.C. Petitioner also attempted to demonstrate that DER's denial of the new permit application was inconsistent with its issuance of permits for similar marina projects in other locations. Neither these allegedly similar applications, supporting plans therefor, nor permits were offered in evidence for comparison. Moreover, for one reason or another, some of the named projects differed so much from the subject application that one witness, Kenneth L. Eckternacht, expert in hydrographic engineering, physical oceanography, and navigation, characterized the comparison as "apples to monkies." Some projects could only be compared to the applicant's proposal by one similar component, i.e. elimination of, and mitigation with regard to, mangroves. For this reason, Dr. Snedeker's limited testimony in this regard is discounted. Some projects could not be conclusively identified as within OFW. None involved the use of the type of creek system involved in the instant project. Ocean Reef Club also could not show that the current permit denial is inconsistent with the granting of the permit for the project as previously conceived in 1984, and which project cannot now be constructed due to Ocean Reef's sale of certain land to uncooperative third parties. As set forth in the foregoing findings of fact, the two projects are neither biologically nor legally identical or even clearly comparable. Petitioner's assertion that it has proposed special or enhanced mitigation because the existing permit, still valid until 1989 but now impossible to comply with, allows direct dredging of approximately 3,000 square feet while the present permit application, as modified, would not require dredging this 3,000 feet, is rejected. Under the new project plans, the proposed basin will be located immediately adjacent to the existing tidal creek which would provide the navigational access to and from the basin. The connection will be created between the basin and the creek by excavating only 100-150 square feet of mangroves which lie between the creek and the area of the proposed basin. In making the immediately foregoing finding of fact, the testimony of witnesses has been reconciled without imputing any lack of credibility to any of them. Respondent's expert, Kelly Jo Custer, expert in marine biology and water quality and also their agency marina specialist, testified that the cross-hatching on the project plans, if read to scale, confirms the testimony of Petitioner's witnesses that the square footage of mangroves to be removed is 100-150 square feet and that the cross-hatching must take precedence over the raw number copied onto the plans. The wetlands in and around the project site, including No Name Creek, are within an OFW, specifically the Florida Keys Special Waters. The project site is located in North Key Largo, approximately one-half mile north of John Pennekamp State Park within the Atlantic Ocean and adjacent to the Biscayne Bay/Card Sound Aquatic Preserve. All of these waters are Class III surface waters. The marina basin itself will be excavated to a depth of minus four feet mean low water. The 24 proposed boatslips will accommodate moorage of boats as large as 25 feet with a draft of two feet. The marina basin will enhance recreational values and channel, despite its greater depth, and at the inner portions of its several bends. It is also implausible that Petitioner's plans to limit boat size through condominium documents to be enforced through a homeowners association, to install mirrors, signalling devices, and latches at certain points along the creek, and to install tide staffs at creek entrances will prevent potential head-on boat collisions or bottlenecks in No Name Creek. It is equally implausible that these procedures can provide reasonable assurances that there will not be a chronic increase in water turbidity from increased use or damage to biota from propellers and boat impact. The witnesses generally concurred as to the present ecological status of No Name Creek. It contains Cuban shoalweed and turtlegrass scattered with varied density throughout, and especially found in two patches between the proposed basin and the point at which there is a drastic bend or oxbow in the creek. The seagrasses in the creek serve many valuable functions including providing a substrate upon which epiphytes may attach, and providing a source of food and refuge for fish and small invertebrates. Seagrasses also fix carbon which they absorb from the sediments and water column through photosynthesis. Green and red algae found throughout the creek provide habitat and carbon fixing functions similar to that provided by the seagrasses. Corals and sponges are present. Three species of sponge located in the creek are found only in the Florida Keys and nowhere else in the United States. Other creek biota include barnacles and oysters attached to mangrove roots, lobsters, anchovies, needlefish, grunts, mojarres, electric rays, various small fish, and invertebrates. Biological and botanical diversity is an important measure of the creek's rich ecological quality and value. The increased boat use of No Name Creek inherent in this dredging project will adversely affect the quality and diversity of the biota. In a creek of this configuration with mean low tide occurring roughly every 12 hours and NEAP tides approximately every two weeks, direct impact of boat propellers is a certainty. The shallowest parts of the creek tend to be limerock shelves which provide a hospitable substrate for the corals, and which are most susceptible to propeller damage, as are the seagrasses and sponges. Petitioner's assertion through Mr. Castellanos and Dr. Roessler that all boaters can be relied upon to employ tilt motors to best advantage in shallow water so as to avoid overhanging mangrove branches at the creek's edges (shores) and so as to keep their boats within the portion of the channel away from submerged mangrove roots and further can be trusted to proceed slowly enough to allow slow-moving water creatures to escape their propellers is speculative and unrealistically optimistic. Despite all good intentions, the strong currents of this creek and its meandering nature work against the average pleasure boater keeping to the narrow center channel. An even more compelling problem with this project is that increased sustained turbidity from propellers and boat movement within close range of the creek bottom will scour the creek bottom and/or stir up the bottom sediment on a regular basis. Once suspended, bottom particles will be redeposited on the seagrasses, impeding photosynthesis and smothering the sponges and corals. Upon the testimony of Custer, Echternacht, and Skinner, and despite contrary testimony of Roessler and Larsen, it is found that the admittedly strong currents in the creek will not flush the particles sufficiently to alleviate the loose sediment problem, and may actually exacerbate the chronic turbidity problem. Strong currents can create a cyclical situation in which, as the seagrasses die or are uprooted, even more particulate matter is loosened and churned up. Chronic turbidity of No Name Creek has the potential of violating the applicable water quality standards for biological integrity, for turbidity, and for ambient water quality. These impacts will not be offset by Petitioner's creation of 38,100 square feet of new underwater bottom because, although this new area will become vegetated, it will never be as rich or as diverse as the existing bottom. This is also true of the pilings and rip rap in regard to sessile animals/barnacles. Petitioner's plan to replant red mangroves over 10,300 square feet may be sufficient in mitigation of the loss of 100-150 square feet of mangroves by itself (see Finding of Fact 16) but for the foregoing reasons, it does not constitute full mitigation for the new permit application. The project will be of a permanent nature. The project will not adversely affect significant historical and archeological resources.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is recommended that a final order be entered denying the requested permit. DONE and RECOMMENDED this 20th day of September, 1988, at Tallahassee, Florida. ELLA JANE DAVIS, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of September, 1988. APPENDIX TO RECOMMENDED ORDER DOAH Case No. 87-4660 The following constitute specific rulings upon the parties' respective proposed findings of fact (PFOF). Petitioner's PFOF: 1, 2, 3, 4, 5, 7, 10, 11, 20, and 25 are accepted. Accepted except for the last sentence which is rejected upon the greater weight of the credible evidence as a whole. Accepted but specifically not adopted as stated because the plan calls for destruction of certain mangroves (100- 150 ft.) and the planting of others as opposed to mere "addition." 6, 9, 12, and 27 are accepted in part and rejected in part. There was a failure of proof by both parties as to whether the Petitioner would or would not be conducting all activities landward of those lands conveyed. Although there is testimony to this effect, none of the surveys introduced nor other competent evidence allow the undersigned to definitely plot the description contained in Exhibit P-9 with respect to the current permit application plans. In any case, the proposals are not dispositive of the material issues in this case. The reservation, if it does apply, supports denial of the permit. See FOF 9. 8, 26, 28, 29, and 32 are rejected as subordinate and unnecessary, and in some cases as mere recitation of testimony or unproved. See next ruling. 13, 14, 15, 16, 17, 18, 19, 21, 22, 30, 31 and 33. Portions of these proposals are accepted in substance as reflected in the FOF. In part, they are rejected as mere recitation of testimony or as subordinate and unnecessary. The remainder is not accepted due to the relative weight of the credible testimony which is reflected in the facts as found. 34-36. Rejected for the reasons set out in FOF 13. Respondent's PFOF 1, 2, 4-6, 9, 11, 14-22, 24-34, 38-43, 48-52, 54, sentence 2 of 57, all except sentence 1 of 59, and 60 are accepted but not necessarily adopted in the interest of space and clarity or because they are cumulative or mere recitations of testimony. 3. Rejected for the reasons set out in FOF 16. Rejected. There was a failure of proof by both parties as to whether the Petitioner would or would not be conducting all activities landward of those lands conveyed. In any case, the proposal is immaterial to the environmental issues dispositive in this case. See FOF 9 and ruling on Petitioner's 6, 9, 12 and 27. Rejected as this was the unproven opinion of Mr. Poppel. No consent judgment is in evidence. 10, 12, and 13. Portions of these proposals are accepted in substance as reflected in the FOF. In part, they are rejected as mere recitation of testimony or as subordinate and unnecessary. The remainder is not accepted due to the relative weight of the credible testimony as reflected as the facts as found. 23, 53, sentence one of 57, and sentence one of 59, are rejected as argument of counsel or statement of position. 35-37, 44-47, 55, 56, 58, and 61-64 are rejected as subordinate, unnecessary or cumulative to the facts as found. COPIES FURNISHED: Dale Twachtmann, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Robert A. Routa, Esquire Post Office Drawer 6506 Tallahassee, Florida 32314-6506 Richard Grosso, Esquire Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32399-2400
The Issue The issue in this appeal is whether the decision of the City of Clearwater Development Code Adjustment Board denying Petitioner's application for variances for certain signage on his property is supported by the evidence in the record, or whether it departs from the essential requirements of law. See Section 137.014(f)(3), City of Clearwater Land Development Code.
Findings Of Fact Petitioner is the owner of certain property located at 1923-1943 U.S. Highway 19 North, Clearwater, Florida (Section 05-29-16, M&B 23.05). This property is zoned CC (Commercial Center), and is the site of a strip shopping mall. On or about March 23, 1989, Petitioner applied for three variances for the subject property, as follows: 243 square feet to permit a total of 411 square feet of property identification signage; 13.5 feet in height to permit a 33.5 foot high pole sign; permission for a roof mounted sign. The Development Code Adjustment Board denied Petitioner's application for variances on April 13, 1989, and Petitioner timely filed this appeal of the Board's decision. Under the provisions of the City of Clearwater Land Development Code applicable to the Petitioner's property, only 168 square feet of property identification signage and pole signs not to exceed 20 feet in height would be allowed without a variance, and roof signs of any kind are prohibited unless a variance has been granted. Several months prior to Petitioner's filing for these variances, a roof sign was erected on the building located on the subject property. This roof sign consists of individual letters spelling "Harbor Square", which is the name of this shopping mall. The letters are from 3 feet, to 4 feet 9 inches in height, and span a distance of 34 feet 9 inches in width. The roof sign replaced a property identification sign at the right of way which previously carried the name of the shopping center, but the space on the pole sign previously used to identify the mall was not eliminated. That space is now used to identify a uniform business in the mall. Petitioner is seeking these after the fact variances to authorize the roof sign which has already been erected, and to approve the height of an existing pole sign. An enforcement action initiated by the City is pending this variance determination. Tenants in the Harbor Square mall testified that the change in signage has made the mall more visible and accessible, and several of their customers have commented that their businesses are now easier to find. The tenants feel that this change in signage will benefit their businesses financially. The Development Code Adjustment Board has previously granted variances from the signage limitations imposed by the Code, but the evidence produced at hearing indicates that none of these variances were granted after the fact. The two variances which were approved for roof signs were based upon a finding of conditions unique to the property which created a hardship for the applicant. In both instances, the Board found that the applicant had not created his own hardship, but that it arose from the size or positioning of the property involved in each application. In this case, nothing unique about the property can be found. The applicant has caused his own problems by allowing a sign to be erected without first obtaining a permit or variance. The Petitioner urges that it was the responsibility of his sign contractor to obtain all necessary permits or variances, and that the contractor did not inform him that a variance was necessary before he erected the sign. However, neither the sign contractor nor the Petitioner himself was present to testify, and therefore, there can be no finding with regard to his credibility, or with regard to whatever arrangement he had with the contractor. In any event, as the property owner seeking a variance, Petitioner has failed to establish any basis for a finding of a hardship or circumstance unique to his property, other than the fact that he allowed this sign to be erected without obtaining the necessary approvals from the City.
The Issue Whether Appellant was wrongfully denied a variance of 21.33 feet to construct a second floor deck at 673 Bay Esplanade, Five Palms Motel Condo, Clearwater, Florida.
Findings Of Fact John Shaw, a resident of Massachusetts, purchased the condominium for which the variance is here requested in December, 1988 without first visiting the property or inquiring about zoning restrictions. The unit purchased is on the second floor of a two story building earlier converted from a hotel or motel into condominiums. The seller told Shaw he could construct a deck over the existing deck on the ground floor condominium below the unit purchased by Shaw. While the construction of this deck was in progress it was discovered no permit had been pulled for the project and the work was stopped. The subsequent application for a permit was denied because the proposed deck encroached some 21.33 feet into the setback area. The application for a variance was denied by the Clearwater Development Code Adjustment Board and this appeal followed. The two buildings comprising this complex were erected many years ago and are non-conforming, i.e., the buildings themselves violate the current Development Code. An existing deck extending into the setback area was constructed on the unit directly below the condominium purchased by Shaw and a similar deck extending to the seawall was constructed on an adjacent building. No permits are on file for those decks. Construction of the proposed deck would improve the livability of the condominium greatly by expanding the area usable for looking seaward. The condominium has been used without this deck for many years. This property is zoned CR-24 and the setback requirement is 25 feet from the water's edge.
The Issue The issue is whether to approve the City of Gulf Breeze's (City's) application for a Consolidated Wetland Resource Permit and Sovereign Submerged Lands Authorization to conduct a restoration project in Pensacola Bay.
Findings Of Fact Background This dispute involves a challenge by Petitioners to the third phase of a restoration project by the City designed to preserve the Island and protect its historical resources. The project site is located in sovereign submerged lands adjacent to the Island on the southwest side of the Highway 98 Bay Bridge which traverses Pensacola Bay connecting the Cities of Gulf Breeze and Pensacola. The Island is not a true island, but has always been connected to the mainland by a strip of land referred to as an isthmus, which meets the shoreline at Lot 36 of an older subdivision known as the First Addition to Casablanca Parcel No. 1 and platted almost sixty years ago. The isthmus juts out from Lot 36 into Pensacola Bay in a northwesterly direction for several hundred feet before making a 90-degree turn to the southwest where the Island then runs roughly parallel to the shoreline for around a half mile. See Joint Ex. 5-7, 14, and The Island, isthmus, and shoreline form the boundary around a small body of water known as Gilmore Bayou, an ecologically important and pristine salt marsh area. According to aerial photographs, at its widest point, the Island appears to be no more than a few hundred feet wide. Petitioners reside at Lot 37, which is just northeast of the isthmus on the shoreline. The rear part of Lot 37 faces Pensacola Bay and the City of Pensacola to the northwest. Lots 36, 35, and 34 (running to the southwest along the shoreline and facing Gilmore Bayou), are owned by Patricia Moreland, Robert Ozburn, and Intervenor Paul Tamburro, respectively, all of whom testified at the final hearing. Except for Petitioners, the project is supported by virtually all of the residents of the area as well as numerous civic organizations. See Joint Ex. 33. On July 14, 2008, the City filed with the Department its Joint Application for Works in the Waters of Florida, which would allow the City to complete the third phase of the project by (a) planting native submerged vegetation over approximately three acres of sovereign submerged lands, and (b) placing approximately 16,000 cubic yards of fill material and planting native emergent vegetation to stabilize the fill material on sovereign submerged lands at the north end of the Island. See Joint Ex. 3. The Department has authority under chapter 373, Florida Statutes, and Florida Administrative Code chapter 18-21 to approve the application. After an extensive review of the application, on August 9, 2010, the Department issued a Consolidated Notice of Intent to Issue Wetland Resource Permit and Consent to Use Sovereign Submerged Lands, which authorized the proposed project. See Joint Ex. 4. The proprietary authorization (letter of consent) was issued under the authority of rule 18- 21.005(1)(c), which identifies a number of activities that qualify for a letter of consent. In this case, because of the range of proposed activities, the project could qualify for a letter of consent under subparagraphs 8., 15., and 16. of the rule. On September 1, 2010, Petitioners filed their petition challenging the proposed agency action. While their initial pleading raised a number of issues, and cited two rules as a basis for reversing the agency action, these allegations have been substantially narrowed over the course of the proceeding and are now limited to the following: whether the project constitutes management activities associated with the protection of a historic site, thus qualifying for a letter of consent under rule 18-21.005(1)(c)16.; and whether the project unreasonably restricts or infringes upon their riparian rights of navigation, boating, swimming, and view, as proscribed by rule 18-21.004(3)(c). They also question whether Intervenor has standing to participate, but that issue is not dispositive of the primary issues in this case. Petitioners do not contest the issuance of a Wetland Resource Permit. Finally, Respondents and Intervenor question whether Petitioners have standing to initiate this action. The Project Site The project is located on sovereign submerged lands adjacent to the Island, a "naturally occurring sandy beach," as that term is contemplated in rule 18-21.005(1)(c)8. This is true even though portions of the "sandy beach" have eroded over time. The City owns the entirety of the Island. See Joint Ex. 14 and 15. This was not disputed by Petitioners. The Island is a public park, natural preserve, and historic site that is owned and maintained by the City exclusively for public use. Deeds by which the property was conveyed to the City require that it be forever used as a natural preserve and maintained in its natural state. See Joint Ex. 14 and 15. The Island and the area immediately adjacent thereto have a long and significant history dating back to the 1700's. Throughout the 1700's and 1800's, various portions of the Island were used as a careening facility for the repair and maintenance of large vessels. A marine railway was also built. In the late 1800's, a quarantine station was constructed on the Island where people who had contracted yellow fever were isolated. A cemetery exists upon the Island containing the remains of many who perished from the yellow fever epidemic. Also, there were many shipwrecks at the Island, of which some of the remains still exist. Accordingly, there are historic resources and artifacts such as shipwrecks and human remains on and around the Island. The Island has sustained significant erosion over the past 70 years. The northeast shoreline has eroded some 450 to 500 feet during that period of time. There has been a significant loss of vegetation and land mass. Without protection, the Island is in a perilous condition and subject to a permanent breach. The peat bog underlying the Island is vital to the stability of the Island and has been greatly damaged. It requires protective measures, such as those contemplated by the proposed project in order to assure its preservation. Due to the effects of hurricanes and storms, the erosion has substantially increased during the past decade. The erosion has caused the unearthing of and damage to historic artifacts and the salt marsh in Gilmore Bayou. There are clearly visible remnants of the former marine railway on the Island, which are being weakened by current weather events and require protection in order to preserve them. Caskets from the cemetery as well as human bone remains have been unearthed and additional damage will occur without protective restoration efforts. If the erosion continues, there will be more damage to the historic artifacts and the salt marsh will be destroyed. The Project To prevent further erosion and to protect the Island and Gilmore Bayou, the City has applied to the Department for three separate phases of a project to stabilize the shoreline. The first two phases of the project involved the construction of an artificial reef breakwater and the planting of shoreline vegetation. See Joint Exhibit 7a. They have already been approved by the Department and are no longer in issue. The first and second phases were challenged by Petitioners but the cases were eventually settled. See Case No. 09-4870, which involved the second phase. The third phase of the project is being conducted primarily for the maintenance of essentially natural conditions and for the propagation of fish and wildlife. This phase can be described as follows: restoration or nourishment of a naturally occurring sandy beach as contemplated by rule 18-21.005(1)(c)8.; habitat restoration or enhancement as contemplated by rule 18-21.005(1)(c)15.; management activity associated with protection of a park as contemplated by rule 18-21.005(1)(c)16.; management activity associated with protection of a preserve as contemplated by rule 18-21.005(1)(c)16.; management activity associated with protection of a historic site as contemplated by rule 18-21.005(1)(c)16.; and management activity associated with protection of habitat restoration or enhancement as contemplated by rule 18- 21.005(1)(c)16. While the project implicates each of the above provisions, the application and proposed agency action indicate that the letter of consent is granted on the theory that the project is associated with protection of historic sites. See Joint Ex. 4. The third phase is also designed to minimize or eliminate adverse impacts on fish and wildlife habitats and other naturally occurring resources. The project consists of the placement of 16,000 cubic yards of fill material in the area between the existing artificial oyster reef and the shoreline to restore and replace conditions that previously existed. The fill will consist of beach compatible sand that will be approximately six inches to a foot above mean high water. This phase also involves the planting of appropriate native wetland vegetation in the fill area, which will help stabilize the fill. The planting of vegetation in the third phase is separate and distinct from the plantings authorized in the second phase of the project. The project is needed in order to prevent further damage to a public park; public preserve; threatened, endangered, or special concern species of vegetation/habitat; and historic artifacts. These protection efforts were requested and recommended by the Florida Department of State. Petitioners contest only the propriety of the fill materials and the planting of the emergent stabilizing grasses on the fill. The fill portion of the project is located a significant distance from Petitioners' property. The closest portion of the project is estimated to be at least 550 feet from Petitioners' property, while the bulk of the project will take place between some 750 to 1,200 feet from their property. The Proposed Vegetation Planting In the third phase of the project, the City proposes to plant and establish emergent grasses (those that grow in water but partially pierce the surface) and sea grasses, all of which are appropriate native wetland vegetation on the Island. The proposed emergent grasses are Spartina alterniflora (also known as smooth cordgrass) and Juncus roemerianus (also known as black needle rush), which will be used for stabilization of wetlands. The proposed submerged seagrasses are Halodule wrightii (a type of shoal grass) and Ruppia maritime (a type of widgeon grass), which will help stabilize the fill. The smooth cordgrass is native to the Island. It will be planted in the fill area to prevent the fill from eroding. It is expected that once they mature, the height of the plants will not exceed two and one-half feet. Due to the water depth in the area, the shoreline slope, the sediment supply, and the wave action, the smooth cordgrass will not spread outside the proposed project area. Also, it will not interfere with navigation, boating, swimming, fishing, or view. The vegetation will, however, help fishing in the area. The black needle rush is also native to the Island. It will only grow to approximately two and one-half feet in height due to stressful conditions caused by the salt content in the water and wave action. It will not spread beyond the proposed project area and will not interfere with navigation, boating, swimming, fishing, or view. Like the smooth cordgrass, it will enhance fishing in the area. Both Halodule wrightii and Ruppia maritime are native to the Island. Both have slow growth rates, which when coupled with the "high energetics of the system," will hinder their ability to spread outside the project area. Neither seagrass will hinder navigation, boating, swimming, fishing, or view. They will afford a greater opportunity for snorkeling, recreation, and fishing; they will serve as a nursery habitat for finfish and shellfish; they will increase the habitat value of the area; and they will improve water quality. Petitioners submitted no evidence to contradict these findings. They also failed to submit any evidence that the fill material or grasses would spread into any riparian area that might be appurtenant to their Lot 37. The above findings are reinforced by the results of a separate project known as Project Greenshores located across Pensacola Bay from the Island. Project Greenshores involved the restoration of wetlands using dredge material to restore islands that are then protected by the construction of a breakwater and are stabilized by the planting of the same grasses that are proposed for the Island project. The two projects are in relatively close proximity to each other and have essentially the same environment. One difference, however, is that Project Greenshores receives a small source of sediment from stormwater outfalls, which means that it has a higher chance of grasses growing than does the Island. Even with the increased sediment, the grasses at that project have not spread beyond the project area, they have not interfered with navigation, boating, swimming, view, or fishing, and they have enhanced fishing in the area. Historical Artifacts Petitioners contend that the project does not qualify for a letter of consent under rule 18-21.005(1)(c)16. That provision authorizes the Department, acting on behalf of the Board of Trustees of the Internal Improvement Trust Fund, to issue a letter of consent for "management activities associated with . . . historical sites . . . provided there is no permanent preemption by structures or exclusion of the general public." As noted above, the Island has a long and significant history dating back to the early 1700's and there are historic resources and artifacts on the Island. See Finding of Fact 10, supra. When there is an archeological site issue in a permit, the Department typically relies on information from the Division of Historical Resources of the Department of State. See Fla. Admin. Code R. 18-21.004(2)(c)("reports by other agencies with related statutory, management, or regulatory authority may be considered in evaluating specific requests to use sovereignty lands"). Here, the Department relied on information from that agency, which indicates that there are archeological resources at the project site. The Department of State also recommended placing fill over the artifacts to protect them, which will be accomplished by the proposed fill. In addition, the Department relied upon information contained in a survey conducted by Mr. Empie, a registered professional surveyor, to generally show where those artifacts are located. See Joint Exhibit 5, also referred to as the Empie survey. The evidence supports a finding that the project is for management activities associated with historical sites. The record shows that there is strong public support for the project. See Joint Ex. 33. Although many of the artifacts will be covered by the fill, the fill will actually protect them from damage, destruction, theft, and removal. By protecting them, future generations will be able to enjoy the artifacts. No "structures," as that term is defined in rule 18- 21.005(1)(c)16., are part of the project. Therefore, the project will not cause permanent preemption by structures. Contrary to Petitioners' assertion, the project will not exclude the general public from the fill area. The City contemplates that other activities, such as underwater snorkeling, will encourage the public to utilize the project site. The evidence supports a finding that the project qualifies for a letter of consent under this rule. Riparian Lines The Empie survey provides a reasonable depiction of the various riparian lines in the areas adjacent to the proposed project. See Joint Ex. 5. A professional surveyor with the Division of State Lands, Mr. Maddox, agreed that it was a reasonable depiction of the angle of the riparian lines and a "fair distribution of riparian areas," including that of Lot 37. The only property owner adjacent to the Island is Patricia Moreland, who owns Lot 36 and has resided on that parcel since 1956. As noted above, the isthmus meets the northwest boundary line of Lot 36. By executing a Letter of Concurrence, Ms. Moreland conferred upon the City all rights, both proprietary and riparian, that she has with respect to Lot See Joint Ex. 16. Petitioners contend that they own riparian rights appurtenant to their Lot 37, which is to the east of Lot 36. The City and Intervenor dispute this claim and contend that Lot 37 does not adjoin any navigable water and thus there are no riparian rights appurtenant to Lot 37. Assuming arguendo that Lot 37 adjoins Pensacola Bay, it is still separated from the project site by riparian areas appurtenant to the Moreland property (Lot 36) as well as the riparian areas appurtenant to the City property, i.e., the Island and isthmus. The Empie survey, which reasonably depicts the riparian lines in the project area, shows the project site as being approximately 300 feet inside the existing breakwater, which is shown as being no closer than 48.9 feet away from the westernmost riparian line appurtenant to Lot 37. See Joint Ex. The primary portion of the fill site is located around 370 feet from the closest point of the western riparian line appurtenant to Lot 37. Id. No portion of the project is located within 25 feet of the Lot 37 riparian line. Id. Petitioners presented no evidence disputing the riparian areas identified on the Empie survey or otherwise identifying the areas of riparian rights appurtenant to their property. While they engaged the services of Mr. Barrett, a professional land surveyor to prepare a boundary survey, the purpose of the survey was to show that Lot 37 adjoins Pensacola Bay, rather than depicting the riparian areas appurtenant to that lot. See Petitioners' Ex. 1. Infringement on Riparian Rights Rule 18-21.004(3)(c) requires that "activities [in submerged lands] must be designed and conducted in a manner that will not unreasonably restrict or infringe upon the riparian rights of adjacent upland property owners." (emphasis added) Petitioners contend that, even though they do not routinely use their riparian rights, the project will restrict or infringe upon their riparian rights of boating, swimming, navigation, and view. To make this determination, they assert that the appropriate test under the rule is mere infringement, and not "unreasonable" infringement; however, this interpretation is contrary to the plain wording in the rule. The main living floor of Petitioners' residence is approximately 50 feet above sea level. The emergent grasses will be located no closer than 500 feet from the edge of Lot 37 and 600 feet from their residence and are expected to grow only to a height of no more than two and one-half feet. The concern that the grasses will impair Petitioners' view is without merit. Although Dr. Cope initially believed that fill or grass would be placed or planted "all the way up to and abutting our lot 37," this interpretation of the City's plans was incorrect. A photograph taken from his back yard indicated that he could view the northeastern corner of the Island where new vegetation or fill might be placed, but the photograph depicted an area outside of the Lot 37 riparian area. See Petitioners' Ex. 18. While Dr. Cope initially stated that the new emergent grass would "clearly degrade the view from both the house and the shoreline," he later acknowledged that the project would not have any effect upon his view of Lot 37's riparian areas. There are a boathouse and dock in the waters behind Petitioners' house. However, Petitioners submitted no evidence to support their suggestion that the project might cause the water behind Lot 37 to become more shallow and adversely affect boating and navigation. Contrary evidence by the Department and City was unrefuted. Finally, Dr. Cope stated at hearing that he has never been swimming in Gilmore Bayou or Pensacola Bay and has no intention of doing so. His wife offered no evidence that she ever intends to swim in those waters. In summary, the activities undertaken in the project area will not unreasonably restrict or infringe upon Petitioners' riparian rights of swimming, boating, navigation, or view within the meaning of rule 18-21.004(3)(c). Petitioners' Standing Respondents and Intervenor contend that Petitioners lack standing to bring this action for two reasons: that they do not own Lot 37 individually but rather as trustees, and the petition was not filed in that capacity; and that Lot 37 does not adjoin navigable waters. See § 253.141(1), Fla. Stat. ("[r]iparian rights are those incident to land bordering upon navigable waters"). As described by the City's real estate expert, in June 2010, or before the instant petition in this case was filed, the Copes executed two deeds for estate planning purposes, which resulted in "legal title [being] owned part by Dr. and Ms. Cope as to one-half life estate and for Ms. Cope as to one-half for her life estate [and] then the remainder interest is vested in the trustees [of the D. Nathan Cope or Cynthia Russell Cope revocable trust agreements] for the remainder interests." Put in plainer language, this meant that the ownership of Lot 37 is now divided as follows: an undivided 50 percent is owned by the wife as to a life estate and by the wife's revocable trust as to the remainder interest, and the other undivided 50 percent is owned by the wife and husband as to a life estate for the husband's lifetime and by the husband's revocable trust as to the remainder interest. Therefore, there are four entities or persons with an ownership interest in the property: Dr. Cope, Mrs. Cope, Dr. Cope's trust, and Mrs. Cope's trust. The City presented expert testimony regarding the chain of title of Lot 37, beginning in June 1952 when the subdivision was first platted, and running through June 2010, when Petitioners conveyed the property to themselves as trustees of two revocable trusts. According to the expert, the subdivision plat in 1952 reflects a narrow strip of property (described as a hiatus strip) separating the entire subdivision, including Lot 37, from the waters of Gilmore Bayou, Pensacola Bay, and Woodland Lake, a nearby body of water. The strip was a park that was dedicated to the public. See Joint Ex. 1. In 1962, the developer conveyed by quit claim deed the entire strip to the record title holder of each lot in the subdivision. At that time, Lot 37 was owned by the Blaylocks. The expert found that each conveyance of Lot 37 that occurred after 1962, up to and including the Copes' purchase of the property in February 2008, did not include the hiatus parcel. Therefore, he opined that title in the strip property continues to remain with the Blaylocks. Besides his title search, the expert further corroborated this opinion by referring to a topographic survey of Lot 37 prepared in June 2005, see Joint Ex. 2a; a title insurance policy on Lot 37 issued in 2008 when the Copes purchased the property that specifically excludes title insurance for the hiatus parcel; and a recent Santa Rosa County tax bill describing the property without the hiatus parcel. In response, Petitioners contend that the hiatus strip never existed or the 1952 plat is invalid because it failed to comply with section 177.08, Florida Statutes (1951), which required that "all land within the boundaries of the plat must be accounted for either by blocks, out lots, parks, streets, alleys or excepted parcels." Because a dispute over the exact boundary lines of Lot 37 exists, this issue must be resolved in the appropriate circuit court. See § 26.012(2)(g). For purposes of deciding the merits of this case, however, it is unnecessary that this determination be made. Intervenor's Standing Dr. Tamburro currently resides on Lot 34, which faces Gilmore Bayou, and jointly owns the property with his wife. He uses the Bayou to boat and for other recreational purposes. He also uses the Island to swim, walk, and boat. The preservation of the Island is important to him since it serves as a barrier island in protecting his home during storm events. Although Dr. Tamburro's wife did not join in his petition to intervene (but appeared as his counsel), he still has a recognized ownership interest in the property.1
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the City's application for a Wetland Resource Permit and Letter of Consent to Use Sovereign Submerged Lands. DONE AND ENTERED this 20th day of April, 2011, in Tallahassee, Leon County, Florida. S D. 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 20th day of April, 2011.
Findings Of Fact The following findings are based on the uncontested facts alleged in Petitioner's Motion For Summary Recommended Order and from the Final Orders issued in Bayshore Homeowners Association v. Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. On December 29, 1980 DER entered a Final Order on the application of Petitioner for a 90 slip marina in Biscayne Bay, Florida. The Order denied the permit because Grove Isle had not demonstrated that the project is "affirmatively in the public interest" and because the applicant had not demonstrated that it "can meet ambient water quality standards within the project area itself." In the Recommended Order on Remand the Hearing Officer had defined "existing ambient waters" to be the area in the cove between Grove Isle and the Miami mainland. The Final Order rejected that concept and held if any waters others than those contained within the immediate project site were to be considered as ambient, Petitioner must request a mixing zone as part of its application. See Section 17-4.242, (1)(a)2.b. and Section 17-4.244, Florida Administrative Code. By a letter received at the Department of Environmental Regulation on May 20, 1981, Grove Isle reapplied for the boat dock permit which was the subject of the foregoing proceedings. Petitioner's application, which was in the form of a letter from counsel, stated: May 18, 1981 Mr. Larry O'Donnell Department of Environmental Regulation Post Office Box 3858 West Palm Beach, Florida 33402 RE: GROVE ISLE - Application for Boat Dock Dear Mr. O'Donnell: On behalf of Grove Isle, LTD, I am reapplying for the boat dock permit previously applied for by Grove Isle, LTD. Please consider this a short-form application. Your office designated a previous file number, DF 13-7956, to this matter. In conjunction with that application I am applying for a mixing zone, pursuant to Rule 17-4.244, for both the construction and operation of this marina. Please refer to your file on the previous application and incorporate said documents into this reapplication. I am submitting with this application: A scale drawing (one inch = 100') of the proposed facility. (which you have) A certified survey of the proposed mixing zone. (one inch = 100') An application fee of $20.00 A copy of the Final Order issued by Jacob D. Varn, former secretary of DER, on the previous application. A copy of the Notice of Intent previously issued for this project, dated 9/23/79. (which you have) As you will note from reading Mr. Varn's Final Order, he concluded that issuance of this permit was not appropriate inasmuch as the applicant had not applied for nor received a designated mixing zone. We do not necessarily agree with this order and have, in fact, appealed this decision to the First District Court of Appeal. However, in an attempt to keep this matter from becoming any more complicated, we have decided to reapply for the permit and to apply for a mixing zone. We do not concede that a mixing zone should be required for this project or that the facility will result in the release of any pollutants so as to significantly degrade ambient water quality. However, should this project, through its construction or operation, result in the release of any pollutants, I believe they would be limited to: Bottom sediments placed in suspension by the installation of the concrete piles used to support the docking facility during construction; Minimal amounts of oil and grease which may escape from the various vessels moored to the docks; The constituants of anti-fouling paint which may be applied to the hulls of the various vessels moored at the docks. Turbidity will be controlled by the use of curtains during construction. If lowered water quality occurs at all in this project it would only occur within the designated mixing zone, as per Rule 17-4.242 (2)(b) F.A.C. Please advise me should additional information be needed to process this re-application. Yours truly, /s/ KENNETH G. OERTEL On June 19, 1981, DER sent a "completeness summary letter" to Petitioner which requested the following information: Your project is in Outstanding Florida Waters. Please provide the following items demonstrating compliance with Section 17-4.242, Florida Administrative Code. Please demonstrate that this project is clearly in the public interest and that this project will not result in the degradation of ambient water quality beyond the 30 day construction period. Petitioner responded by letter dated June 22, 1981 and which was received at DER on June 25, 1981. Petitioner said in pertinent part: Dear Mr. Duke: If you would check your previous file no. DF-13-7956, I believe you will find all the information you have requested has previously been provided to your office either in that permit file or through the administrative hearings held in pursuit of this application. I think it would be more fruitful if you would communicate with Al Clark, Attorney for DER, with regard to the status of this application. As I do not wish to speak on behalf of Mr. Clark, I believe you should confirm the status of this application with him, particularly in view of our attempt to comply with Secretary Varn's Final Order which suggests the application for this mixing zone. The record reflects no further correspondence between the parties until September 23, 1981 when the Department entered a Final Order Denying Application for Permit. The Order provided that: This project was reviewed previously (DF 13-7956) and was determined not to be clearly in the public interest pursuant to Section 17-4.242, F.A.C. No further evidence upon resubmittal, has been provided to clearly demonstrate that this project is in the public interest. Furthermore, the requested mixing zone exceeds that allowable pursuant to Section 17-4.244, F.A.C. and can be applied only during the construction period, pursuant to Section 17-4.242, F.A.C. During the operation of this facility ambient water quality is expected to be degraded in violation of Section 17-4.242, F.A.C. This order was entered ninety-one days after DER received Petitioner's June 22, 1981 letter.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Department of Environmental Regulation issue the permit applied for by Petitioner, Grove Isle, Ltd. on May 20, 1981 subject to the conditions contained in the Notice of Intent To Issue Permit dated October 23, 1979 which is a part of the record in Bayshore Homeowners Association et al., v. State of Florida Department of Environmental Regulation and Grove Isle, Inc., Case Nos. 79-2186, 79-2324 and 79-2354. DONE and RECOMMENDED this 12th day of February, 1982, in Tallahassee, Florida. MICHAEL P. DODSON 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 12th day of February, 1982.
Findings Of Fact On September 13, 1977, SFWMD advised Coquina by letter that "[a]t its September 8, 1977 meeting the Governing Board of this District gave Conceptual Approval of [Coquina's] surface water management plan . . . subject to the four special conditions found on page 15 of the District's staff report. . . [and an] additional special condition Joint exhibit No. 5. The first special condition found on page 15 of the District's staff report requires that complete construction plans be submitted, including "supporting calculations for all design elements not already submitted and any other plans necessary to assure adherence to the concept plan." Joint exhibit No. 2, page 15. The plan approved by SFWMD is designed to lower the water table in a 22 square mile area northwest of Lake Okeechobee in Okeechobee County. In its natural state, the land lies under water for part of the year. The corporate owner of the land has plans to subdivide it and sell residential lots, beginning with the four contiguous sections as to which the present application for a construction permit has been made. These four sections (phase I) lie north and south of each other in the western portion of the larger tract. The proposed construction would consist of digging ditches or swales paralleling existing and planned roads; building intersecting collector swales running north and south; installing ditch checks where swales intersect; dredging a retention pond into which the collector swales could empty at the south end of the phase I tract; digging an outfill ditch to channel water leaving the retention area for Ash Slough; and erecting a weir, between the retention area and the slough. Culverts through the weir would be equipped "with standard flash board risers in which the water level is regulated by stop logs which can be added or removed," Coquina's exhibit No. 1, p. 10, and the culverts would ordinarily serve as the route by which water from the retention area would reach Ash Slough. Under extremely wet conditions, however, water from the retention area could overflow the weir. The intervening petitioners own land on Ash Slough downstream from the retention area and adjacent to the southern boundary of the phase I tract. No formal studies of the likely effects of the proposed construction downstream were undertaken by Coquina or by SFWMD in evaluating Coquina's application. The surface water management plan given conceptual approval by SFWMD provides: The quantity of runoff flowing to the south through existing sloughs will be controlled to protect the downstream areas against flooding whereas at the present there is no control. The amount flowing to the existing sloughs to the south during the 25 yr. design storm will be limited to the amount flowing to those sloughs before any development takes place. Lesser storms will be more completely retained on the property. Controlled discharge will be provided from retention areas to the existing sloughs for the purpose of nourishing these streams. Coquina's exhibit No. 1, p. 1. (Emphasis supplied) Since no records of the amount of discharge to Ash Slough "before any development" are in existence, certain assumptions and estimates were made. One such assumption on which the application for construction permit proceeds is that the phase I tract all drains to the south, in its present state. In fact, some of the water now leaving the phase I tract travels in a westerly direction and never enters Ash Slough, at least under some weather conditions. If the proposed construction is accomplished, the phase I tract would all drain to the south through Ash Slough. As things now stand, a significant amount of water leaves the phase I tract by evapotranspiration. If the water table were lowered two and a half feet, which is what Coquina proposes, less water would leave the phase I tract by evapotranspiration, leaving more water to flow over the ground. In estimating the quantity of the anticipated discharge to Ash Slough, if the proposed construction takes place, it is necessary to take into account drainage onto the phase I tract from adjoining lands. Coquina has failed to furnish plans and supporting calculations sufficient to insure that the proposed construction will not increase the amount of flow to Ash Slough during the 25 year design storm. Increased flow to Ash Slough would aggravate downstream landowners' drainage problems, unless the slough could handle the additional flow, a question which the application does not address. The foregoing findings of fact should be read in conjunction with the statement required by Stuckey's of Eastman, Georgia v. Department of Transportation, 34O So.2d 119 (Fla. 1st DCA 1976), which is attached as an appendix to the recommended order.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That SFWMD deny Coquina's application for construction permit. DONE and ENTERED this 14th day of November, 1978, in Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 APPENDIX Paragraph one of intervening Bass petitioners' proposed findings of fact has been adopted, in substance, insofar as relevant, except that the evidence did not demonstrate that downstream landowners would in fact be harmed. Paragraphs two, three, four, five, six and seven of intervening Bass petitioners' proposed findings of fact have been adopted, in substance, insofar as relevant. Paragraph one of respondent Coquina's proposed findings of fact has been adopted, in substance, insofar as relevant, except for the date of the application. Paragraphs two, three, four, five, six, seven, eight, nine and thirteen of respondent Coquina's proposed findings of fact have been adopted in substance, insofar as relevant. Paragraph ten of respondent Coquina's proposed findings of fact stated a conclusion of law, in part. While "testimony was presented that the construction of Phase I would have no substantial adverse affect [sic] on surrounding properties," the evidence as a whole did not establish this fact. Paragraphs eleven and twelve of respondent Coquina's proposed findings of fact have not been adopted because they were not established by the evidence, except for subparagraph eleven (f), which was proven. COPIES FURNISHED: John Henry Wheeler, Esquire South Florida Water Management District Post Office Box V West Palm Beach, Florida 33402 Robert Birenbaum, President Viking Communities Corporation (Coquina Water Management District) 123 Northeast 70 Street Miami, Florida 33138 Kyle S. Van Landingham, Esquire County Attorney Okeechobee County Courthouse Okeechobee, Florida 33472 Andrew B. Jackson, Esquire J.C. Bass & Bass Ranch, Inc. Post Office Box 488 Lake Placid, Florida 33852 Emerson Allsworth, Esquire 1177 Southeast Third Avenue Ft. Lauderdale, Florida 33316 Mr. Bob Wittenberg Division of Florida Land Sales and Condominiums The Johns Building 725 South Bronough Street Tallahassee, Florida 32304 Dr. Patrick M. McCaffrey Kissimmee Coordinating Council 2600 Blair Stone Road Tallahassee, Florida 32301 Mr. George Stansbury Central Florida Regional Planning Council Post Office Box 2089 Bartow, Florida 33830
