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 is whether the City's applications for an individual stormwater permit and a noticed general environmental resource permit for Phase 1A of the proposed Hogtown Creek Greenway should be approved.
Findings Of Fact Based upon all of the evidence, the following findings of fact are determined: Background In these two cases, Respondent, City of Gainesville (City), seeks the issuance of a stormwater system management permit (stormwater permit) to construct a 2,000-foot long asphaltic trail/boardwalk, a parking facility and associated improvements for Phase 1A of the Hogtown Creek Greenway project in the north central portion of the City. That matter is docketed as Case No. 97-2845. The City also seeks the issuance of a noticed general environmental resource permit (NGP) to construct 481 square feet of piling supported structures over wetlands or surface waters for the same project. That matter has been assigned Case No. 97-2846. Respondent, St. Johns River Water Management District (District), is the regulatory agency charged with the responsibility of reviewing and approving the requested permits. Petitioner, Greenspace Preservation Association, Inc., is a not-for-profit Florida corporation primarily composed of persons who own real property adjacent to the route proposed by the City, as well as local environmental interests. Petitioners, Frank Ward, Sal Locascio, Frederick P. Peterkin, and Harold M. Stahmer, are individuals who own real property adjacent to the route proposed by the City for the Greenway. The parties have stipulated that Petitioners are substantially affected by the District's proposed action and thus have standing to initiate these cases. On March 28, 1997, the City filed applications for a stormwater permit and a NPG for Phase IA of the Hogtown Creek Greenway project. After conducting a review of the applications, including an on-site visit to the area, in May 1997, the District proposed to issue the requested permits. On June 9, 1997, Petitioners timely filed a Petition for Initiation of Formal Proceedings as to both intended actions. As amended and then refined by stipulation, Petitioners generally allege that, as to the stormwater permit, the City has failed to provide reasonable assurance that the project meets the permitting requirements of the District; the City has failed to provide reasonable assurance that the stormwater system will not cause violations of state water quality standards; the City has failed to provide reasonable asurance that the project satisfies the District's minimum required design features; and the City has failed to provide reasonable assurance that the stormwater system is capable of being effectively operated and maintained by the City. As to the NPG, Petitioners generally allege that the piling supported structure is not less than 1,000 square feet; the jurisdictional wetlands are greater than the area shown on the plans submitted by the City; the City has failed to provide reasonable assurance that the system will not significantly impede navigation; the City has failed to provide reasonable assurance that the system does not violate state water quality standards; the City has failed to provide reasonable assurance that the system does not impede the conveyance of a watercourse in a manner that would affect off-site flooding; the City has failed to provide reasonable assurance that the system will not cause drainage of wetlands; and the City failed to provide reasonable assurance that the system does not adversely impact aquatic or wetland dependent listed species. Respondents deny each of the allegations and aver that all requirements for issuance of the permits have been met. In addition, the City has requested attorney's fees and costs under Section 120.595(1)(b), Florida Statutes (Supp. 1996), on the theory that these actions were filed for an improper purpose. A General Description of the Project The Hogtown Creek Greenway is a long-term project that will eventually run from Northwest 39th Street southward some seven miles to the Kanapaha Lake/Haile Sink in southwest Gainesville. These cases involve only Phase 1A of that project, which extends approximately one-half mile. This phase consists of the construction of a 2,000-foot long asphaltic concrete trail/boardwalk, a timber bridge and boardwalk, a parking facility, and associated improvements. The trail will extend from the Loblolly Environmental Facility located at Northwest 34th Street and Northwest 5th Avenue, to the intersection of Northwest 8th Avenue and Northwest 31st Drive. The trail will have a typical width of ten feet. For the majority of its length, the trail will be constructed of asphaltic concrete overlying a limerock base, and it will generally lie at the existing grade and slope away from the creek. Besides the trail, additional work involves the repaving of Northwest 5th Avenue with the addition of a curb and gutter, the construction of an entrance driveway, paved and grassed parking areas, and sidewalks at the Loblolly Environmental Facility, and the widening and addition of a new turn lane and pedestrian crosswalk at the intersection of Northwest 8th Avenue and Northwest 31st Drive. The Stormwater Permit Generally The entire Phase IA project area lies within the Hogtown Creek 10-year floodplain. It also lies within the Hogtown Creek Hydrologic Basin, which basin includes approximately 21 square miles. The project area for the proposed stormwater permit is 4.42 acres. Water quality criteria Phase IA of the Greenway will not result in discharges into surface groundwater that cause or contribute to violations of state water quality standards. When a project meets the applicable design criteria under the District's stormwater rule, there is a presumption that the project will not cause a violation of state water quality standards. There are two dry retention basins associated with the project. Basin 1 is located at the cul-de-sac of Northwest 5th Avenue and will capture and retain the stormwater runoff from the new and reconstructed impervious areas at the Loblolly Facility. Basin 2 is located at the parking area and will capture and retain stormwater runoff at the existing building and proposed grass parking area. Under the stormwater rule, the presumptive criteria for retention basins require that the run-off percolate out of the basin bottom within 72 hours. The calculations performed by the City's engineer show that the two retention basins will recover within that timeframe. In making these calculations, the engineer used the appropriate percolation rate of ten inches per hour. Even using the worst case scenario with a safety factor of twenty and a percolation rate of one-half inch per hour, the two retention basins will still recover within 72 hours. The presumptive criteria for retention basins require that the basin store a volume equal to one inch of run-off over the drainage area or 1.25 inches of run-off over the impervious area plus one-half inch of run-off over the drainage area. The calculations performed by the City's engineer show that the two retention basins meet the District's volume requirements for retention systems. An applicant is not required to utilize the presumptive design criteria, but instead may use an alternative design if the applicant can show, based on calculations, tests, or other information, that the alternative design will not cause a violation of state water quality standards. As a general rule, the District applies its stormwater rule so that water quality treatment is not required for projects or portions of projects that do not increase pollutant loadings. This includes linear bicycle/pedestrian trails. The City's proposed trail will not be a source of pollutants. The City will install signs at both entrances to the trail to keep out motorized vehicles. Except for emergency and maintenance vehicles, motorized vehicles will not be permitted on the trail. The infrequent use by emergency or maintenance vehicles will not be sufficient to create water quality concerns. The construction of a treatment system to treat the stormwater from the trail would provide little benefit and would only serve to unnecessarily impact natural areas. Although treatment of the stormwater run-off from the trail portion of the project is not required under District rules, the run-off will receive treatment in the vegetated upland buffer adjacent to the trail. The District's proposed other condition number 3 will require the City to plant vegetation in unvegetated and disturbed areas in the buffer. This will reduce the likelihood of erosion or sedimentation problems in the area of the trail. Although disputed at hearing, it is found that the City's engineer used the appropriate Manning coefficient in the calculations regarding the buffer. Even without a vegetated buffer, run-off coming from the bicycle trail will not violate state water quality standards. The City will install appropriate erosion and sediment controls. These include siltation barriers along the entire length of both sides of the proposed trail prior to commencing construction. Such barriers will not allow silt or other material to flow through, over, or under them. The City will also place hay bales and any other silt fencing necessary to solve any erosion problem that may occur during construction. In addition, the permit will require an inspection and any necessary repairs to the siltation barriers at the end of each day of construction. Saturation of the limerock bed under the paved portion of the trail is not expected to cause a problem because heavy vehicles will not regularly use the trail. The trail portion of the project can be adequately maintained to avoid deterioration. Sensitive Karst Areas Basin criteria The two proposed dry retention basins for Phase 1A are located within the District's Sensitive Karst Areas Basin. They include all of the minimum design features required by the District to assure adequate treatment of the stormwater before it enters the Floridan aquifer and to preclude the formation of solution pipe sinkholes in the stormwater system. There will be a minimum of three feet of unconsolidated soil material between the surface of the limestone bedrock and the bottom and sides of the two retention basins. The appropriate mechanism for determining the depth of limestone is to do soil borings. The soil borings performed by the City show that there is at least three feet of unconsolidated material between the bottom of the basins and any limerock where the borings were taken. In other words, limestone would not be expected to be within three feet of the bottom of either basin. Based on the soil boring results, the seasonal high water table is at least six feet below ground level. The depth of the two retention basins will be less than ten feet. Indeed, the depth of the basins will be as shallow as possible and will have a horizontal bottom with no deep spots. To make the retention basins any larger would require clearing more land. A large shallow basin with a horizontal bottom results in a lower hydraulic head and therefore is less potential for a sinkhole to form. Before entering the basins, stormwater will sheet flow across pavement and into a grass swale, thereby providing some dispersion of the volume. Finally, the two retention basin side slopes will be vegetated. Special condition number 7 provides that if limestone is encountered during excavation of a basin, the City must over- excavate the basin and backfill with three feet of unconsolidated material below the bottom of the basin. Drainage and flood protection Contrary to Petitioners' assertions, the project will not adversely affect drainage or flood protection on surrounding properties. The trail will be constructed generally at existing grade. Because the trail will be constructed at existing grade, the net volume of fill necessary for Phase 1A is approximately zero. Therefore, there will not be a measurable increase in the amount of runoff leaving the site after construction, and the trail will not result in an increase in off-site discharges. District rules require that the proposed post- development peak rate of discharge from a site not exceed the pre-development peak rate of discharge for the mean annual storm only for projects that exceed fifty percent impervious surface. The proposed project has less than fifty percent impervious surface. Even though it is not required, the City has demonstrated that the post-development rate of discharge will not exceed the pre-development peak rate of discharge. Both basins will retain the entire mean annual storm so that the post-development rate of discharge is zero. Even during a 100-year storm event, the retention basins willl not discharge. Therefore, there will not be any increase in floodplain elevations during the 10, 25, or 100-year storm events from the proposed project. Operation and maintenance entity requirements The applicable requirements of Chapter 40C-42, Florida Administrative Code, regarding operation and maintenance, have been met by the applicant. The City proposes itself as the permanent operation and maintenance entity for the project. This is permissible under District regulations. The duration for the operation and maintenance phase of the permit is perpetual. The City has adequate resources and staff to maintain the phase 1A portion of the project. The public works department will maintain the stormwater management system out of the City's utility fund. The City provides periodic inspections of all of its stormwater systems. These inspections are paid for out of the collected stormwater fees. The City will also conduct periodic inspections of the project area, and the two retention basins will be easily accessed by maintenance vehicles. The City will be required to submit an as-built certification, signed and sealed by a professional engineer, once the project is constructed. Monthly inspections of the system must be conducted looking for any sinkholes or solution cavities that may be forming in the basins. If any are observed, the City is required to notify the District and repair the cavity or sinkhole. Once the system is constructed, the City will be required to submit an inspection report biannually notifying the District that the system is operating and functioning in accordance with the permitted design. If the system is not functioning properly, the applicant must remediate the system. The City will be required to maintain the two retention basins by mowing the side slopes, repairing any erosion on the side slopes, and removing sediment that accumulates in the basins. Mowing will be done at least six times per year. The City will stabilize the slopes and bottom areas of the basins to prevent erosion. The City has a regular maintenance schedule for stormwater facilities. The project will be included within the City's regular maintenance program. The City has budgeted approximately $80,000.00 for maintenance of the trail and vegetated buffer. Also, it has added new positions in its budget that will be used to maintain and manage the Greenway system. Finally, City staff will conduct daily inspections of the Phase 1A trail looking for problems with the vegetated buffer, erosion problems along the trail, and sediment and debris in the retention basin. If the inspections reveal any problems, the staff will take immediate action to correct them. The Noticed General Environmental Resource Permit Generally By this application, the City seeks to construct 481 square feet of piling supported structures over wetlands or surface waters. The proposed structures include a 265 square foot timber bridge over an un-vegetated flow channel, which connects a borrow area to Possum Creek, and a 216 square foot boardwalk over two small wetland areas located south of the flow channel. None of the pilings for the bridge or boardwalk will be in wetlands, and no construction will take place in Hogtown or Possum Creeks. The paved portion of the trail will not go through wetlands, and there will be no dredging or filling in wetlands. The receiving waters for the project are Hogtown and Possum Creeks. Both are Class III waters. Hogtown Creek originates in north central Gainesville and flows southwest to Kanapaha Lake/Haile Sink in southwest Gainesville. Possum Creek originates in northwest Gainesville and flows southeast to its confluence with Hogtown Creek south of the proposed bridge structure. Wetlands The total area of the proposed bridge and boardwalk over surface water or wetlands is approximately 481 square feet. The wetland delineation shown on the City's Exhibit 5A includes all of the areas in the project area considered to be wetlands under the state wetland delineation methodology. The United State Army Corps of Engineers' wetland line includes more wetlands than the District wetland line. The former wetland line was used to determine the area of boardwalk and bridge over wetlands. Even using this line, however, the total area of boardwalk over surface waters or wetlands is approximately 481 square feet and is therefore less than 1,000 square feet. Navigation The proposed system does not significantly impede navigation. Further, the structures will span a wetland area and an un-vegetated flow channel, both of which are non-navigable. In fact, the flow channel generally exhibits little or no flow except after periods of rainfall. Water quality The construction material that will be used for the bridge and boardwalk will not generate any pollutants. Morever, chemical cleaners will not be used on those structures. Silt fences will be used and vegetation will be planted in the vicinity of the bridge and boardwalk to prevent erosion and sedimentation problems. The amount of erosion from drip that comes off the boardwalk will be minimal. Therefore, the bridge and boardwalk will not cause a violation of state water quality standards. Off-site flooding The project will not impede conveyance of any stream, river, or other water course which would increase off-site flooding. The structures will completely span the wetland areas and flow channel, and no part of the structures, including the pilings, will lie within any water or wetland areas including the flow channel. There will be a span of 2.5 to 3 feet from the horizontal members of the bridge and boardwalk down to the ground surface which will allow water to pass through unobstructed. Further, there will not be any cross ties or horizontal obstructions on the lower portions of the boardwalk or bridge pilings. Further, due to the spacing of the pilings, the boardwalk and bridge will not trap sufficient sediment such as leaves to impede the conveyance of the flow channel. Therefore, conveyance through the flow channel will not be affected by the structures. Because the boardwalk and bridge are not over Hogtown or Possum Creeks, they will not cause any obstruction to the conveyance of the creeks. Aquatic and wetland dependent listed species The project will not adversely affect any aquatic or wetland dependent listed species. These species are defined by District rule as aquatic or wetland dependent species listed in Chapter 39-27, Florida Administrative Code, or 50 Code of Federal Regulations, Part 17. No such species are known to exist in the project area, and none are expected to exist in the location and habitat type of the project area. Therefore, contrary to Petitioners' assertions, there are no listed salamander, frog, turtle, or lizard species known to occur within the Hogtown Creek basin. Although it is possible that the box turtle may be found in the project area, it is not an aquatic or wetland dependent listed species. One baby American alligator (between two and three feet in length) was observed in the borrow pit area of the project on September 11, 1997. Except for this sighting, no other listed animal species have been observed in the project area. As to the alligator, the only area in which it could nest would be in the existing excavated borrow pit, and none of the proposed construction will take place in that area. More than likely, the alligator had walked into the area from Clear Lake, Kanapaha Prairie, or Lake Alice. The proposed structures will not affect the movement of the alligator nor its feeding habits. Drainage of wetlands Because the boardwalk and bridge are elevated structures over waters and wetlands, and the City has not proposed to construct ditches or other drainage systems, the proposed system will not cause drainage of the wetlands. Coral/macro-marine algae/grassbeds The proposed system is not located in, on, or over coral communities, macro/marine algae, or a submerged grassbed community. D. Were the Petitions Filed for an Improper Purpose? Prior to the filing of their petitions, Petitioners did not consult with experts, and they prepared no scientific investigations. Their experts were not retained until just prior to hearing. Petitioners are citizens who have genuine concerns with the project. They are mainly longtime residents of the area who fear that the Greenway will not be properly maintained by the City; it will increase flooding in the area; it will cause water quality violations; and it will attract thousands of persons who will have unimpeded access to the back yards of nearby residents. Although these concerns were either not substantiated at hearing or are irrelevant to District permitting criteria, they were nonetheless filed in good faith and not for an improper purpose.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the St. Johns River Water Management District enter a final order approving the applications of the City of Gainesville and issuing the requested permits. DONE AND ENTERED this 19th day of December, 1997, in Tallahassee, Leon County, Florida. DONALD R. ALEXANDER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 19th day of December, 1997. COPIES FURNISHED: Henry Dean, Executive Director St. Johns River Water Management District Post Office Box 1429 Palatka, Florida 32178-1429 Samuel A. Mutch, Esquire 2790 Northwest 43rd Street Suite 100, Meridien Centre Gainesville, Florida 32606 Jennifer B. Springfield, Esquire Mary Jane Angelo, Esquire Post Office Box 1429 Palatka, Florida 32178-1429 Richard R. Whiddon, Jr., Esquire Post Office Box 1110 Gainesville, Florida 32602-1110
The Issue The issue to be determined is whether the applicants, William Guererro and Christina Bang, a/k/a Christina Guerrero (Applicants), are entitled to issuance of a Consolidated Environmental Resource Permit and State Lands Approvals for various structures on the Applicants’ property at 58458 Overseas Highway, Marathon, Florida.
Findings Of Fact The Parties Petitioners Bernard Spinrad and Marian Spinrad are the owners of adjoining parcels of property with the addresses of 58418 and 58420 Overseas Highway, Marathon, Florida. They acquired the property in December 2001. They recently completed construction of two residential structures on the properties. The structure at 58418 Overseas Highway is currently listed for sale. The structure at 58420 Overseas Highway is a vacation rental property. Neither structure is Petitioners’ permanent residence. The DEP is the state agency with the power and duty to regulate activities in waters of the state pursuant to chapter 373, Florida Statutes. The DEP also serves as staff to the Board of Trustees of the Internal Improvement Trust Fund (“Board of Trustees”) to review and act on activities on state sovereignty submerged lands under chapter 253. The Applicants, are the owners of adjoining parcels of property with the address of 58478 Overseas Highway, Marathon, Florida (the Property). They purchased the Property in June 2010. The structures that are the subject of the Permit are to be constructed near or waterward of the shoreline of the Property. The Property The Property is located on Grassy Key, an island in the middle Florida Keys, within limits of the city of Marathon, Monroe County, Florida. U.S. Highway 1 passes through Grassy Key. The Property -- as is that of Petitioners -- is situated between U.S. Highway 1 and the open waters of the Atlantic Ocean. In the early part of the 20th century, a portion of Grassy Key was platted as the Crains Subdivision. The properties owned by Applicants and Petitioners are within the Crains Subdivision. During the periods of time directly relevant hereto, the Property has been owned by Burgess Levine, who owned the property during the period prior to the October 2006, landfall of Hurricane Wilma until June 2010, and by Applicants, who have owned the Property since June, 2010. Grassy Key Grassy Key is three-miles long, and has 6800 feet of beaches, none of which are designated as critically eroded. The island fronts the Atlantic Ocean to the east, and the more protected waters of Florida Bay to the west. The waters along the Atlantic Ocean shoreline of Grassy Key in the area at issue are shallow, with an extremely flat bottom having a very gradual slope of approximately 1 to 30, meaning there is a one foot vertical change over 30 horizontal feet. The mean tide range at the Property is about 1.7 feet. Under normal conditions, the stretch of Grassy Key at issue is fairly characterized as a zero-wave energy shoreline. Waves break well offshore and there is negligible wave energy propagating beyond that point. What shoreline energy exists is produced by small tide currents and wind-shear on the water surface that moves water along the shoreline. The direction of the water movement is dependent on tides and wind direction, with the predominant direction being from north to south. Erosive and other significant changes to the shoreline of Grassy Key, including that stretch fronting the Property, are event driven, meaning when there is a coastal storm that causes a rise in the water level, substantially higher than the astronomical tide, waves can propagate onto the shoreline of Grassy Key. The wind and waves can come from virtually any direction depending on the storm. A storm of greater intensity will create higher energy-wave conditions. Although storm conditions may only occur over 1 to 3 percent of a given year, with the rest of the year having zero-wave energy, on average the coastline may be considered to be of moderate-wave energy. The beach sediment along the Grassy Key shoreline in all areas pertinent hereto consists of calcareous material, made up of the breakdown of corals and coralling algae, with a significant fraction of other detrital marine material. The upper beaches of Grassy Key, including that on the Property, generally consist of coarse, calcareous sand with a small fraction of calcareous silt-size particles. The inter-tidal areas along Grassy Key consist of predominantly fine calcareous sand, with a greater fraction of calcareous silt. Extending out into the nearshore area all along Grassy Key, including that fronting the properties owned by Petitioners and Applicants, the sediment becomes a very fine calcareous sand, with a greater fraction of the material being calcareous silts and clays, and with a substantial amount of organic mud of a marine origin, classified as Islamorada muck. Since at least the 1970s, one wading in the nearshore waters along Grassy Key could expect to sink into the surface muck to a depth of anywhere from six inches to two feet. The depth of muck becomes less as one moves further out and approaches the offshore Thalassia beds. Although some areas offer more resistance than others, it is routine to experience difficulty in walking and wading along the coast of Grassy Key because of the high percentage of clays and silts in the substrate. The band of muck narrows as one proceeds towards the northern stretches of Grassy Key, until one reaches the furthest areas to the northeast where the nearshore transitions to exposed rock and hard bottom. The surface muck that exists in the nearshore waters of Grassy Key, having a sizable component of decaying organic material, gives off an odor of hydrogen sulfide when disturbed that some find to be unpleasant. The odor is a naturally- occurring condition of the sediment, and is common in mucky areas all around the southern coasts of Florida. The suggestion that the shoreline in the vicinity of the Petitioners’ property, and that of Applicants, was a naturally occurring white, sandy beach is contrary to the greater weight of the evidence. To the extent the shoreline at Petitioners’ property may have been temporarily altered by the overwash from Hurricane Wilma as discussed herein, Petitioners’ own post-Wilma man-made efforts at beach stabilization, or the redistribution of sediments occasioned by Hurricanes Isaac and Sandy in 2012, the evidence demonstrates the “mucky” condition described herein to be more consistent with the natural and long-standing conditions of Grassy Key. Thus, as Grassy Key exists in the present time, one may expect to encounter six inches to two feet of loose muck anywhere along the nearshore area. Close to shore of Grassy Key are scattered beds of Halodule, a species of seagrass that tends to emerge and grow in shallow waters. The growth of Halodule is influenced by the nature of the sediments, the salinity temperature, and clarity of the water. Storm events have a significant effect on its growth. Given its transient nature, Halodule may vary in any given area from nonexistent, to spotty, to well-established beds. As one moves further offshore, the Halodule transitions to large, continuous beds of Thalassia. Thalassia grows in deeper water, and is common to a depth of about 12 feet. Being deeper and less affected by storm energy, the line of the Thalassia beds off of Grassy Key has not substantially changed over time. As wind and waves come across the grass beds, and as tides ebb and flow, grass blades are cropped. The amount of grass varies seasonally to a degree. The cropped and dislodged seagrasses, along with other organic material entrained therein, are naturally carried by the tides and wind and stranded along the shoreline. The stranded material is known as wrack, and the line of stranded material is known as the wrack line. Grassy Key is well known for the large seagrass wracks that pile up on the shoreline. A wrack line is a normal and natural occurrence in marine environments like that of Grassy Key, and can be a good indicator of the upper edge of the water action at a particular time. The cropping and dislodging of seagrass is accentuated during major or minor storm events. During Hurricane Rita in 2005, a very large seagrass wrack was blown onto the shoreline of Grassy Key. It was subsequently blown back out to sea by the overwash from Hurricane Wilma. The decomposition of the seagrass and other organic materials creates a significant odor that is not uncommon. That odor of decomposing material is well-recognized as being associated with Grassy Key. Areas along the shoreline of Grassy Key have been used by sea turtles for nesting. However, the nature of the substrate in the area of the Property is not optimal for nesting. Generally, sea turtles require a nesting site with 15 to 20 inches of sand above the water table so as to allow them to dig a suitably deep and dry cavity for their eggs. The natural substrate along the section of Grassy Key at issue is coarser and more difficult to dig into, and does not have the depth of sand for the best chance of a successful nest. Despite the nature of the substrate, Petitioner testified as to her observation of turtle nests along her property in each year from 2006 through 2010. Since the SW Groin, the Mid-bulkhead, and the NE Groin were all in existence and functioning during that period, with work to the SW Groin having been completed by 2008, the preponderance of the evidence demonstrates that those structures have no effect on the success or failure of sea turtles to nest along the property. To the extent nesting has been disrupted since 2011, the most logical inference that can be drawn from the evidence is that such disruption is the result of the Mid-Jetty Extension, which is slated for removal under the terms of the Permit. The preponderance of the evidence demonstrates that the structures and activities authorized by the Permit will have no adverse effect on sea turtles. Hurricane Wilma In October, 2005, Grassy Key was pounded by Hurricane Wilma. The storm passed to the north, and created a substantial storm surge that moved from west to east across Grassy Key. The storm surge created a “ridge and runnel” effect on the Atlantic facing shoreline, with the channelization of the storm tide flow creating erosion and gullies on upland shore-adjacent properties. The storm surge and flooding across Grassy Key caused substantial wash-outs of sand; transported a large volume of sandy, upland sediments into the nearshore waters of the Atlantic Ocean; and created washover “fans” of material along the shoreline of Grassy Key. The effects of the Hurricane Wilma storm surge manifested just north of the Property, became substantial at the Property, and continued south down the shoreline for a considerable distance. At the Property, sand was pushed from 50 to 100 feet waterward from the existing shoreline, and a substantial runout was created running parallel and north of the SW Jetty. The sand pushed into the water buried everything in its path, including seagrasses. In short, the post-Wilma shoreline from the Property south along Grassy Key was left in a completely disrupted state. The nearshore waters fronting the properties owned by Petitioners and Applicants were affected by the deposition of sandy, upland sediments, which temporarily created areas of substantially harder-packed sediment. Over time, as the shoreline equilibrated and the sandy sediment distributed through a broader area, more typical shoreline conditions returned. The photographic evidence demonstrates that the Mid- bulkhead and the SW jetty structures were impacted by the Hurricane Wilma storm surge. In addition, the sandy area between the mid-bulkhead and the SW jetty was pushed seaward from its previous location. The scars from Hurricane Wilma remain evident through the most recent aerial photographs received in evidence. It is visually apparent that seagrass, though reappearing in patches, has not reestablished in the nearshore areas along the affected shoreline of Grassy Key -- including the areas in front of the Property and the property owned by Petitioners -- to the extent that it existed prior to the storm. Post-Wilma Activities When Hurricane Wilma hit, the Property was owned by Burgess Lea Levine. Not long after Hurricane Wilma, Ms. Levine shored up the SW Jetty, and performed work in the “beach” area between the mid-bulkhead and the SW jetty. The photographic evidence also supports a finding that the rock outline of the Mid-jetty was reestablished to its pre-Wilma configuration. The repairs to the SW Jetty resulted in a structure that is virtually indistinguishable in size and shape to the SW Jetty as it presently exists. The wrack line at the beach area after it was “worked” following the passage of Wilma, shows the area in which work was done to be generally consistent with -- though slightly seaward of -- the 2005 post-Wilma shoreline. In 2008, Ms. Levine applied for a series of exemptions and for consent of use for state-owned lands for “shoreline repair, replace earthen ramp with a concrete ramp, repair wood deck, replace mooring piles & maintenance dredge existing channel w/in Atlantic Ocean.” On September 19, 2008, the DEP issued a regulatory authorization and proprietary submerged land approval. The Rights of Affected Parties that accompanied the September 19, 2008, notice provided that “[t]his letter acknowledges that the proposed activity is exempt from ERP permitting requirements” and that “this determination shall expire after one year.” The notice of Rights of Affected Parties did not apply to the proprietary authorization. At some time after issuance of the regulatory authorization, Ms. Burgess initiated additional work to repair the SW Jetty. The photographic evidence, which is persuasive, indicates that the work on the SW Jetty, including the concrete cap, was complete by the end of 2008. When Applicants purchased the Property, the determination of exemption issued in 2008 had, by application of the notice of Rights of Affected Parties, expired. Shortly after the Applicants purchased the property, they had the existing family home demolished. Applicants intend to construct a winter vacation home for their personal use on the property. 2012 Storms In August and October 2012, Grassy Key was subject to event-driven conditions as a result of the passage of Hurricanes Isaac and Sandy. Those storms redistributed large areas of sediments that had been moved offshore by the effects of Hurricane Wilma. The Proposed Permit The February 20, 2013, Permit provides that the structures described herein do not require the issuance of an Environmental Resource Permit, subject to the criteria and conditions in Florida Administrative Code Rule 40E-4.051. The Permit provides that the boat ramp is eligible to use the general permit in Florida Administrative Code Rule 62-330.417, the repair and replacement of the dock is exempt pursuant to section 403.813(1)(b), Florida Statutes, the maintenance dredging of the Channel is exempt pursuant to section 403.813(1)(f), and that the repair and replacement of the NW Jetty, the SW Jetty, and the Mid-bulkhead are exempt because the structures are “historic in nature and pre-dates Department regulations.” In addition to the regulatory authorizations, the Permit granted proprietary authorization by Letter of Consent for the dock pursuant to Florida Administrative Code Rule 18- 21.005(1)(c)4., and for the Channel, the NW Jetty, the SW Jetty, and the Mid-bulkhead pursuant to rule 18-21.005(1)(c)7. The Permit established the mean high-water line as that existing in 1974 and depicted on the “Richmond Survey.” Proprietary authorization for the boat ramp was determined to be unnecessary due to its location above the mean high-water line. Finally, proprietary authorization for the “Sandy Area” or beach between the Mid-bulkhead and SW Jetty was granted by Letter of Consent pursuant to rule 18-21.005(1). On September 20, 2013, the DEP filed a Notice of Additional Grounds for Exemption Determination, in which it found each of the structures subject to the regulatory review to “have only minimal or insignificant individual or cumulative adverse impacts on water resources” and to thus be exempt from the need to obtain an Environmental Resource Permit pursuant to section 373.406(6), Florida Statutes. On December 12, 2013, Applicants filed a Notice of Filing Proposed Changes to the Pending Agency Action in which they agreed to certain additional conditions, and which referenced the October 1, 2013, repeal of rule 40E-4.051, and its replacement by the “Statewide ERP rules.” For purposes of this de novo proceeding, the proposed Permit at issue includes the February 20, 2013, Permit; the September 20, 2013, Notice of Additional Grounds for Exemption Determination; and the December 12, 2013, Notice of Filing Proposed Changes to the Pending Agency Action. The Proposed Structures Groins There has been some confusion relating to the names of the structures that are subject to the proposed Permit. Two of the structures are referred to as jetties, the NE Jetty and the SW Jetty, and the middle structure is referred to as the Mid- bulkhead. A jetty is a navigation structure that is constructed at a barrier inlet. Its purpose is to stabilize the inlet and prevent shoaling by “jetting” current and wave-driven sand further offshore, such that the offshore bar is moved into deep enough water to allow navigation in and out of the tidal inlet, and allowing the tidal current between the ocean and the receiving body of water to keep the inlet scoured and open. There are 48 jetties on the open coast of Florida, none of which are in the Florida Keys. A groin is a structure designed for shore protection purposes. A groin is typically aligned perpendicular to the shoreline, or “shore normal.” The structures identified in the Permit as the NE Jetty and the SW Jetty are clearly groins, and not jetties. The mid-bulkhead is a groin, generally for shore confinement, with a channel-facing bulkhead. For purposes of continuity, the structures will be identified by the names given them in the Permit. Since there is negligible wave energy along the shoreline normal conditions, the groins have little or no day- to-day effect on longshore transport. Under storm conditions, the structures affect longshore transport, as evidenced by accretional “fillets,” and function as shoreline protection and confinement structures. The rock groins provide shelter, habitat and structure for corals, sponges, lobster, and fish in the area. The preponderance of the evidence demonstrates that the groins authorized by the Permit will have no adverse effect on fish and wildlife resources. NE Jetty The NE Jetty was originally constructed in the early 1960s, likely concurrent with the dredging of the navigational channel. The quality of the aerial photographs of the period make it difficult to tell if the NE Jetty was a loosely-placed rock embankment or a more well-designed and constructed structure. However, the fillet of sand accreted to the north of the Channel demonstrates that the jetty was in existence and functioning as a shore-protection structure. By the 1970s, the NE Jetty had become overwhelmed by longshore sediment transport from the northeast. Sediment overtopped the NE Jetty and filled in the landward reaches of the Channel. At that point, ability of the NE Jetty to perform as a shore protection structure was compromised to the point that it could no longer hold the shoreline out of the basin or the landward portion of the Channel. The Mid-bulkhead became the dominant structural control over the shoreline and started to accrete the shoreline to the northeast. At some time between 1977 and 1981, the Channel was maintenance dredged pursuant to a permit issued by the Department of Environmental Regulation, DEP’s predecessor agency. The NE Jetty appeared on the plans for the maintenance dredging. Thus, the most reasonable inference that can be drawn from the evidence is that the NE Jetty was repaired and restored in conjunction with the approved maintenance dredging. By 1981, the NE Jetty had been restored as the dominant shore protection structure north of the Channel, and a fillet of accreted material had been reestablished. The aerial photographs from that period are not sufficiently distinct to determine the precise size, shape, and configuration of the NE Jetty at that time. However, there is no evidence of additional work having been performed on the NE Jetty between 1981 and 1985. By 1985, the NE Jetty existed in substantially the size, shape, and configuration as it existed at the time of Hurricane Wilma. Between 1981 and the 2005 arrival of Hurricane Wilma, the evidence is convincing that the NE Jetty was holding up the shoreline to the northeast and preventing sediment from filling in the upper reaches of the Channel. Although the evidence suggests that the NE Jetty had, by 2005, begun to show its age, the continuous presence of an accretional fillet demonstrates that it continued to serve its function as a shore-protection structure. Although the NE Jetty suffered damage from Hurricane Wilma, it continued to perform its shoreline protection function. Aerial photographs taken in 2009 and 2011 show a relatively distinct structure with a well-defined accretional fillet. Thus, the greater weight of the evidence demonstrates that, at the time of its repair in May 2011, the NE Jetty was a functional groin. The NE Jetty, as repaired in 2011, is of substantially the same size, shape, and location as the structure depicted in aerial photographs taken in 1985, 2009, and early 2011. Although the elevation of the structure was increased over its pre-repair elevation, the increase was that reasonably necessary to prevent the function of the structure from being compromised by the effects of age and weather. The work performed on the NE Jetty, consisting of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Since 2005, and at the present time, the shoreline north of the NE Jetty has reached a state of equilibrium and stability, and is not expected to change significantly from its current condition. The preponderance of the competent, substantial evidence demonstrates that the effect of the NE Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. The sand and sediment accreted to the north of the NE Jetty since 1981 is in the range of 250 square feet. SW Jetty The aerial photographs from 19647/ demonstrate that some form of structure then existed at the location of the current SW Jetty. The structure is indistinct due to what appears to be sidecast material from a small channel in front of the property to the immediate south of the Property. By 1971, the SW Jetty had become more distinct. From that time forward, the SW Jetty, and its accompanying fillet of accreted material, appears in roughly the size and shape of the structure as it appeared immediately prior to the arrival of Hurricane Wilma. The SW Jetty was heavily impacted by Hurricane Wilma. The overwash from the storm created a substantial runout alongside the SW Jetty, and the post-storm aerials suggest that the jetty boulders were undermined and shifted from their more uniform 2003 appearance. Immediately after Hurricane Wilma, the owner of the Property commenced restoration and repair activities. As part of the activities, the SW Jetty was repaired with the addition of boulders, which were often three feet and every now and then as much as four feet across. The boulders, being irregularly shaped, could not be stacked like Legos®, so the repairs were not neatly within the precise pre-Wilma footprint. However, the repaired SW Jetty was substantially in the length and location as existed prior to Hurricane Wilma, though it may have had a slightly wider cross-section. By 2007, the work on the SW Jetty was complete, and it had assumed its present appearance with the addition of a concrete cap. Its appearance -- i.e. length, width, and location -- in 2007 and 2008 was not dissimilar from its appearance in 2003. As repaired, the SW Jetty effectively constitutes the same structure that it has been since its initial construction. From a coastal engineering perspective, the work that was performed on the SW Jetty, consisting generally of new rock laid on top of the existing rock, constituted repair and maintenance of the existing structure. Dr. Lin testified that between 1974 and 2011, the area to the southwest of the southwest jetty was “about equalized,” though it was “accreting a little bit.” Thus, the effect of the SW Jetty on the shoreline of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners from 1974 to 2011 was minimal and insignificant. Dr. Lin testified that, since 2011, the same area had eroded. The only substantive shoreline change that logically accounts for that subsequent erosion is the Mid-bulkhead extension, which is slated for removal under the terms of the proposed Permit. Petitioner testified that she observed no adverse effects from activities on the Property until after February 2011.8/ Since work on the SW Jetty was complete by no later than 2008, Petitioner’s testimony supports a finding that the SW Jetty has had no measurable effect on the water resources in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the SW Jetty on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners is minimal and insignificant. Mid-bulkhead The structure of the Mid-bulkhead first appeared as part of the sidecast material from the excavation of the navigation channel in 1964. It coalesced into a defined but smaller and more rudimentary structure in the 1971-1972 time period. At that time, it was acting as the predominant shore protection structure due to the overtopping of the NE Jetty with sediment, which also filled in the landward reaches of the Channel. By 1981, after the maintenance dredging of the Channel, the Mid-bulkhead had assumed substantially the size, shape, and location that it has currently. The Mid-bulkhead has a navigation function of protecting the landward extent of the Channel from the collapse of adjacent sand and sediment, and a shore protection and compartmentalization function. Those functions have been consistent since 1981. The Mid-bulkhead appears to have been subjected to the overwash of sand and sediment from Hurricane Wilma, though it maintained its shape and form. The outline of the Mid-bulkhead appears to be more well-defined after the initial post-Wilma repairs. In any event, the configuration and size of the Mid-bulkhead is substantially the same as it had been since 1981. At some point, the interior section of the Mid- bulkhead was topped with soil that is inconsistent with that naturally occurring in the area. That fill was confined, and brought the Mid-bulkhead to a more even grade with the rock outline, but could have had no measurable effect on the shoreline and water resources of Grassy Key in the vicinity of the properties owned by Applicants and Petitioners. The preponderance of the competent, substantial evidence demonstrates that the effect of the Mid-bulkhead is minimal and insignificant. Channel In 1961, the Department of the Army authorized dredging of a navigation channel at the Property. The approved channel was to be 700 feet long, 30 feet wide, and to a depth of five feet below mean low water. The Florida Trustees of the Internal Improvement Fund issued a letter of no objection. By 1964, the Channel that is the subject of this proceeding had been dredged, though not to the 700-foot length approved. Rather, the Channel was dredged to a length of approximately 290 feet. Much, if not all of the dredge spoil was sidecast, creating a rock structure alongside the Channel. Measurements taken during the course of this proceeding demonstrate that the initial dredging resulted in near vertical side slopes, which shows that the bailing of the bedrock was accomplished to the limits. The width of the Channel is from 28 feet to 32 feet wide, which is within an acceptable tolerance of the 30-foot approved width. In 1976, the then-owner of the Property sought a permit from the DEP’s predecessor, the Department of Environmental Regulation, to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, to a depth of minus 8-feet mean high water, and to construct a new rock jetty to extend 230 feet waterward from the existing terminus of the NE Jetty. Given the mean tide range of 1.7 feet at the Property, the depth of the proposed dredging would have been minus 6.3 feet mean low water, or 1.3 feet deeper than originally approved. The permit drawings depict the existing NE Jetty, the Channel boundary, the outline of the Mid-bulkhead, and the sidecast rock structure alongside the southern side of the Channel. The permit was denied. In 1977, the owner of the property reapplied for a permit to maintenance dredge the Channel to a dimension of 290 feet long and 30 feet wide, and to a depth of minus 4.0 feet below mean low water nearshore to minus 6 feet below mean low water at the waterward end. The proposal to construct an extension of the NE Jetty was deleted. The permit was issued, and a severance fee for the dredged material was paid based on a projected 700 cubic yards of material removed. The permit drawings and photographs depict the existing NE Jetty, the nearshore Channel boundary, and the general outline of the Mid- bulkhead. By 1981, aerial photographs demonstrate that the maintenance dredging of the Channel was complete, the NE Jetty was in place and functioning to protect the shoreline as evidenced by the accretional fillet, and the Mid-bulkhead had assumed its approximate current shape and configuration. Although the Channel has varied in depth over the years since the maintenance dredging and Hurricane Wilma, the greater weight of the evidence, including photographic evidence, indicates that the Channel was well-defined and remained navigable during that period. The Channel is an open-water exposed channel. Water in the Channel mixes due to direct tidal flow and the sheet flow of water due to shear wind stress. As water passes over the Channel, it sets up gyre, which is a mixing process. The open- water exposed Channel is subject to a high degree of mixing, even on normal waveless conditions, because of the wind transport of water and the tidal transport of water. The Channel is not a semi-enclosed basin. A semi- enclosed basin does not receive the direct forcing functions that an open-water channel receives. A semi-enclosed basin has no direct connection to open waters, but is connected to open waters by a narrower opening. Although a semi-enclosed basin exchanges water via every tidal cycle, the flushing process is one of slow mixing, in which a little bit of water is added to and withdrawn from the larger basin through the narrow opening during each tidal cycle. In such a case, a flushing analysis may be necessary to determine how much time and how many tidal cycles it may take to effect a complete exchange of the water in the semi-enclosed basin, and thus, for example, to dilute a pollutant to an acceptable level. A flushing analysis is not needed in this case because the Channel is an open-water, openly-exposed location subject to a high degree of mixing under normal day-to-day tidal processes. There is no greater basin connected by a restricting connection as with a semi-enclosed basin. Rather, the Channel has direct exposure to the tides, along with wind shear stress moving the water. The evidence in this case is substantial and persuasive, because the Channel is highly exposed to the open water and the tides, and a well-mixed and well-flushed aquatic system, that a flushing analysis is neither required nor necessary. Dock The dock made its first obvious appearance in 1981. It appears in a consistent shape and appearance through 2011. Aerial photographs taken in 2012, after the maintenance dredging of the Channel was conducted, show the dock had been removed. At the time of the hearing, the Applicants had installed new pilings and vent boards for the replacement dock, but the decking had not been installed. Work to complete the replacement of the dock was halted due to the pendency of the litigation challenging the structures. The proposed dock is less than 500 square feet. It is proposed for non-commercial, recreational activities. It is the sole dock proposed on the Property. The proposed dock will not impede the flow of water or create a navigational hazard. Boat Ramp Since the issuance of the 2008 approval, the boat ramp site was graded and stabilized in limerock material. The concrete ramp was not completed due to the pendency of the litigation challenging the structures. However, Applicants propose to pave the ramp with concrete. Based on Mr. Clark’s observations during his site visits, the boat ramp is landward of the mean high waterline depicted on the survey. The preponderance of the evidence demonstrates that the proposed boat ramp will provide access to the Channel, which provides a minimum navigational access of two feet below mean low water to the ramp. Applicants have agreed to install depth indicators at the ramp to identify the controlling depths of the navigational access. The work on the ramp involves no seagrass beds or coral communities. The ramp as proposed will require no more than 100 cubic yards of dredging. The total width of the ramp is to be 20 feet and the ramp surface will be no wider than 12 feet. Beach Area The area between the SW Jetty and the Mid-bulkhead is an accreted beach-type area that has been confined and protected by the Mid-bulkhead and the SW Jetty. The shoreline landward of the mean high water line, from the dry beach and to the upland, is somewhat steeper than adjacent unprotected shorelines, which is indicative of the grooming of the upper beach sediment and the stability of the shoreline between the Mid-bulkhead and the SW Jetty. As a result of the Hurricane Wilma storm surge, a substantial amount of sediment was swept across the Property and into the Atlantic waters. The beach area was inundated with sand and sediment from the overwash, which appears to have moved the shoreline well waterward of its previous position. Along the northern side of the SW Jetty, a substantial channelized gully was created. The configuration of the shoreline post-Wilma suggests that efforts were made by the then-owner of the Property to fill in the gully on the northern side of the SW Jetty, and to groom and restore the shoreline by redistributing sand and sediment on the Property. It is typical, and allowable under DEP emergency final orders, for affected property owners to redistribute overwashed deposits and place them back within the beach system. In that regard, the DEP encourages the redistribution of clean beach sand back onto the beach. The then-owners of the Property were not alone in taking steps to address the effects of Hurricane Wilma on their adjacent shorelines. The photographic evidence demonstrates that Petitioners engaged in similar restorative activities, which included bringing in material purchased from a contractor to fill in a gully created on their property by the overwash. Observation of representative soil samples from the beach area demonstrate that the soils are consistent with those in the upper beach areas found throughout the area. The only areas of inconsistent soils were found in the interior of the rock structure of the Mid-bulkhead, which contained a four to six-inch layer of soil with a different consistency and darker brown color, and small area of similar soil directly adjacent thereto and well above the mean high water line. The greater weight of the competent, substantial, and credible evidence demonstrates that there was no substantial amount of “fill” from off-site placed on or adjacent to the beach area. Rather, the nature, appearance, and composition of the soils suggests that the temporary increase in the size of the beach area after Hurricane Wilma was the result of grooming and redistribution of sand and sediment pushed onto the Property and into the nearshore waters by the Hurricane Wilma storm surge. In the years since Hurricane Wilma, the influence of normal tidal and weather-driven events has returned the beach area between the mid-bulkhead and the SW jetty to roughly the configuration that existed prior to the passage of Wilma, though it remains somewhat waterward of its pre-Wilma location.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law set forth herein it is RECOMMENDED that the Department of Environmental Protection enter a final order approving the February 20, 2013, proposed Permit, as conditioned by Applicants’ December 12, 2013, Proposed Changes to the Pending Agency Action. DONE AND ENTERED this 25th day of July, 2014, in Tallahassee, Leon County, Florida. S E. GARY EARLY 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 25th day of July, 2014.
The Issue The issue for consideration in this case concerns whether the Petitioners are entitled to an on-site sewage disposal system ("OSDS") permit authorizing the installation of an OSDS on property which they own near the Suwannee River in Dixie County, Florida, in accordance with the permitting requirements of Section 381.272, Florida Statutes, and Chapter 10D-6, Florida Administrative Code.
Findings Of Fact The Petitioners are the owners of certain real property located in Dixie County, Florida, in the proximity of the Suwannee River. The property is described as Lot 38, Highpoint Suwannee Riverfront Estates. The lot in question is 82 feet by 141 feet in size and was purchased in April, 1988 for approximately $5000.00. The lot, and the subdivision it is in, was platted in 1983. On February 21, 1990, the Petitioners made application for an on-site sewage disposal system ("OSDS") permit, seeking to install such a system on this lot in order to be able to construct a vacation cottage on the lot The proposed cottage would contain one bedroom and would have a heated and cooled area of approximately 500 square feet. Upon reviewing the application, the, Respondent informed the Petitioners that they would need to have a surveyor establish the elevation of their lot, and particularly the site of the proposed OSDS installation, as well as to establish, through contact with the Suwannee River Water Management District, the ten-year flood elevation for the property. Accordingly, the Petitioners obtained a survey by `Mr. Herbert Raker, a registered land surveyor of Cross City, Florida. That survey shows a benchmark elevation of 13.09 feet above mean sea level ("MSL") That benchmark elevation is six inches above the actual grade surface of the lot so that the elevation at the proposed OSDS installation site is 12.59 feet above MSL. The ten-year flood elevation for the property is 15 feet above MSL, as established by data from the Suwannee River Water Management District contained in a report which is in evidence as Respondent's Exhibit 1. That flood elevation data was submitted to the Respondent by the Petitioners with the application for the OSDS permit. The property in question is located within the ten- year flood plain of the Suwannee River, and it is also located within the regulatory floodway of the River. On April 24, 1990, after advising the Petitioners of the denial of the OSDS permit application, the Respondent, by letter, advised the Petitioners that they should pursue a formal administrative proceeding rather than file an informal variance application before the Respondent's own Variance Board. The Respondent took the position that a variance could not be granted from the requirements of Rule 10D- 6.47(6), Florida Administrative Code, because the subject property was located within the ten-year flood plain of the Suwannee River and because of the Respondent's interpretation of the affect of the Governor's Executive Order 90- 14, which adopted by reference the Suwannee River Task Force recommendation that all such systems be prohibited within the ten-year flood plain. The Respondent thus declined to exercise its discretion, accorded it in the statute and rule cited hereinbelow, to entertain and consider a variance application. Finally, it is established that the lot in question is not subject to frequent flooding; but because the surface grade is beneath the ten-year flood elevation, the bottom of the drain field trenches absorption bed to be installed would also be beneath the ten-year flood elevation. In other respects, the property is a amenable to the installation of an effective OSDS because the wet season water table is 48 inches beneath the surface grade and would be more than 24 inches beneath the proposed drain field. The normal water table is approximately 60 inches beneath the surface grade. Appropriate limited soils are present beneath the first six inches of soil below the surface and consist of fine sand, light brown and brown fine sand, down to 60 inches, which is appropriate for effective subterranean treatment and disposal of sewage effluent. The Petitioners established a definite hardship on their part by the fact that they have paid a substantial sum for the lot and are now unable to develop it unless they receive entitlement to an OSDS or some reasonable alternative. In that regard, no sufficient proof of truly effective, reasonable alternatives was established by the Petitioners. However, they did establish that an anaerobic septic tank and drain field disposal system might be an effective alternative treatment and disposal method for the property in question. An aerobic system involves the injection of air into the attendant septic tank to support aerobic bacteria which break down and treat sewage at a faster, more effective rate than does the normal anaerobic bacteria-based system. The resulting effluent is substantially lower in BOD and suspended solids than is the effluent from the normal subterranean and anaerobic septic tank and drain field disposal system. The problem with such an aerobic system is that it involves mechanical equipment, especially, an external electric motor and pump to force air into the system. This is disadvantageous in that, if the equipment suffers a breakdown, then treatment and appropriate disposal of the effluent stops. The untreated sewage can then rise to the surface of the property or otherwise pollute ground or surface waters and potentially cause a public health hazard. Thus, such systems would require inspection periodically to insure that they are in adequate working order because if the mechanical system malfunctions, the system will continue to put effluent through its drain field without adequate treatment. In this circumstance, the occupants of the dwelling served by the system might not notice for long periods of time that it is inoperative because the system will continue to dispose of effluent, but just of an untreated nature. Accordingly, when the motor and air pump system becomes inoperative, there is less incentive for the owner to repair it. Thus, it is likely that if such a system were installed, some means would have to be found to insure that the owner keeps the system in good repair and working order. The means by which such an arrangement for insuring that such an aerobic system works properly at all times was not established in this record, however. Consequently, the Petitioners failed to establish that reasonable alternatives to the proposed conventional system exist and what they might consist of.
Recommendation Having considered the foregoing findings of Fact, Conclusions of Law, the evidence of record, the carndor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is therefore, RECOMMENDED that a Final Order be entered denying the Petitioners' application for an OSDS permit. DONE AND ENTERED this 21st day of December, 1990, in Tallahassee, Leon County, Florida P. MICHAEL RUFF 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 21st day of December, 1990. APPENDIX TO THE RECOMMENDED ORDER IN CASE NO. 90-3112 The Petitioners filed no proposed findings of fact. Respondent's Proposed Findings of Fact: 1-9. Accepted. COPIES FURNISHED: Sam Power, Agency Clerk Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Linda K. Harris, Esquire General Counsel Department of HRS 1323 Winewood Boulevard Tallahassee, FL 32399-0700 Betsy K. Lanier, pro se P.O. Box 238 Old Town, FL 32680 Frances S. Childers, Esq. Assistant District III Legal Counsel Department of HRS 1000 N.E. 16th Avenue Gainesville, FL 32609
The Issue Should Petitioner fine Respondent for using contaminated spoil from the previous septic system to cover a new drainfield being installed?
Findings Of Fact Petitioner issues permits for the construction, installation, modification, or repair of onsite sewage treatment systems in accordance with Section 381.0065, Florida Statutes. Those repairs are conducted by septic tank contractors as qualified and registered by Petitioner, with the expectation that the registrants shall be subject to ethical standards of practice in their business as established by Petitioner's rules. See Section 489.553(3), Florida Statutes. Respondent, whose address is Post Office Box 390073, Deltona, Florida 32738-0073, is registered by Petitioner as a septic tank contractor. Respondent does business as Alpha Environmental Services. Respondent contracted with a customer at 1019 Pioneer Drive, Deltona, Florida to replace an onsite sewage treatment and disposal system at that address. Petitioner issued a permit for the work related to the septic system. Leila Baruch, then of the Volusia County Florida Environmental Health Agency, certified by Petitioner in inspecting septic systems, inspected the site before the work was performed. On February 18, 1999, Ms. Baruch returned to the site for the purpose of examining the "easy way" drainfield which Respondent had installed over the natural soil at the bottom of the replacement system. The easy way drainfield is a system of pipes surrounded by pieces of styrofoam. At the time of this inspection, the cover that was to be placed over the top of the drainfield had not been arranged. Ms. Baruch observed the old contaminated material that had been excavated from the failed system (the spoil) located to the side of the new drainfield. The new drainfield had been left uncovered to allow the inspector to observe its placement depth. As was the custom, the Volusia County Environmental Health Agency approved the installation of the drainfield concerning its relative depth and a call was made from Ms. Baruch to Respondent's business indicating that it would be acceptable to cover the drainfield following the more recent inspection. By this contact, it was not intended to grant permission to cover the drainfield with the spoil that had been removed from the failed system. This call to Respondent's business was made on February 18, 1999. Later on February 18, 1999, Ms. Baruch spoke with Respondent. This contact was based upon remarks that had been made to Ms. Baruch by the customer homeowner during Ms. Baruch's inspection of the site earlier on that date. The customer's remarks were to the effect that she understood that Respondent intended to use the spoil removed from the original septic system to cover the new system. In her conversation with Respondent, Ms. Baruch reminded Respondent that Respondent could not use the spoil to cover the new drainfield. In addition, Ms. Baruch read from Rule 64E-6.015(6), Florida Administrative Code, concerning the prohibition against the use of spoil material in covering the new drainfield. Ms. Baruch returned to the job site two or three days later and observed that the spoil material from the failed septic system had been used to cover the new drainfield. Respondent was responsible for the placement of the spoil material as a cover for the new drainfield. This condition in which the spoil material had been placed over the new drainfield was also observed by Scott Chambers of the Volusia County Environmental Health Agency, who is registered as a sanitarian with the Florida Environmental Health Association and certified by Petitioner for inspection of onsite sewage and disposal systems. As a consequence of the findings made by the inspectors, Petitioner cited Respondent for violation of Rule 64E-6.015(6), Florida Administrative Code, and seeks to impose a fine in accordance with Rule 64E-6.022(1)(p), Florida Administrative Code. Respondent's contention in his testimony that the spoil material was not placed immediately on the new drainfield is rejected. A substantial portion, if not all, of the new drainfield was covered by the spoil removed from the failed drainfield.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That a final order be entered which finds Respondent in violation of Rule 64E-6.015(6), Florida Administrative Code, and imposes a $500.00 fine in accordance with Rule 64E-6.022(1)(p), Florida Administrative Code. DONE AND ENTERED this 17th day of November, 1999, in Tallahassee, Leon County, Florida. COPIES FURNISHED: Charlene J. Petersen, Esquire Department of Health 420 Fentress Boulevard Daytona Beach, Florida 32114 Michael Jedware Post Office Box 390073 Deltona, Florida 32738-0073 Angela T. Hall, Agency Clerk Department of Health Bin A02 CHARLES C. ADAMS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of November, 1999. 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1703 Dr. Robert G. Brooks, Secretary Department of Health Bin A02 2020 Capital Circle, Southeast Tallahassee, Florida 32399-1701
Findings Of Fact On September 9, 1983, Intervenor, Jacksonville Port Authority (JPA), made application to Respondent, Department of Environmental Regulation (DER), for a dredge and fill permit and water quality certification, to construct a commercial docking facility on the west channel of Blount Island, and to dredge material adjacent to the proposed dock for a navigation channel. JPA is a body-politic and corporate operating under the authority of Chapter 63-1447, Laws of Florida. It was expressly created for the public purpose of constructing, developing and operating marine and airport terminals in Jacksonville, Florida. Blount Island is a spoil island comprised of approximately 800 acres, and lies in the St. Johns River, at Jacksonville, Florida. In 1964 the island was deeded by the State of Florida to the JPA for the purpose of constructing a port. To date, approximately 40 percent of the island has been developed. There are 4,300 feet of dock on the main channel and one dock under construction on the west channel. Over two and a half million tons of cargo presently pass through the Blount Island terminal each year. The permit, if granted, would allow JPA to construct a "T" shaped docking facility on the northwest shoreline of Blount Island. The pier would be 59 feet wide and extend 250 feet from the shoreline toward the west channel. The pier would terminate with a "T" head, 70 feet wide and 200 feet long. Associated mooring and bresting dolphins connected to a 1,500 foot catwalk would be constructed parallel to, and shoreward of, the "T" head. JPA proposes to construct the facility on open concrete piles. No fueling or toilet facilities will be constructed on the pier. The proposed facility is graphically illustrated by the attached excerpt from Intervenor's Exhibit 1. The permit would also allow the placement of riprap along the shoreline adjacent to the facility and landward of the Mean Highwater (MH) line, and the dredging of approximately 35,000 cubic yards of material to provide a 126 foot by 2,000 foot access channel, with a depth of -30 feet Mean Sea Level, to the facility from the existing west channel. The proposed facility, a roll-on/roll-off dock (RO-RO dock) would accommodate two deep water vessels at any one time. The vessels would moor stern to the dock, and containerized cargo would be loaded or unloaded from the ship's rear unloading ramp by trucks towing the wheeled containers. The facility, and associated water runoff, will not pose a water quality problem. On April 9, 1984 DER issued its notice of intent to grant the permit to JPA. A timely request for hearing, pursuant to Section 120.57, Fla. Stat., was filed by Petitioner. JPA proposes to dredge the subject channel by using a hydraulic suction dredge. The dredge would pump a slurry of water and the dredge material through a pipeline to the dredge spoil disposal area on the island. The dredge would act as a vacuum cleaner. As the materials were dislodged from the bottom, they would be immediately sucked into the dredge pipe where they would remain until they were ejected at the spoil site. Samples of the materials to be dredged establish that they are nontoxic and consist of relatively clean silky sand. Because of the sand's particle size, settlement time and chemical constituents, the dredge materials will pose no water quality problems. JPA proposes to dispose of the spoil materials at an existing spoil disposal site on Blount Island. The disposal area consists of two settlement ponds of different elevations, connected by throttling pipes. The dredge materials will be deposited in the upper pond and over the course of two and a half days the materials will settle, and the waters will be slowly returned to the St. Johns River. Turbidity at the point of discharge will not exceed the background. The shoreline area immediately adjacent to the proposed dock contains a zone of tidal shoreline marsh varying in width from 15 to 60 feet. This area will not be disturbed. No submerged vegetation exists. While some benthic organisms will be eliminated during the dredging, the area will quickly recolonize. No clam or oyster beds exist in the vicinity of the project. Petitioner expressed her personal concern about the potential impact of the proposed facility on the manatee. Although manatee have in the past been sighted in the west channel, there was no credible evidence that they currently frequent the area or that the construction and operation of the facility will impact adversely on them. Petitioner further expressed concern that, if not properly managed, the spoil disposal site might be a source of particulate matter (dust)--air pollution. However, JPA's Blount Island operation is not a complex air source, and the disposal site, if properly managed, will not be a source of particulate matter. JPA has agreed to properly manage the disposal site.
The Issue The issue for determination is whether Jupiter Hills Lighthouse Marina is entitled to be issued a permit by the Department of Environmental Protection for its project application submitted July 29, 1992, and revised November 15, 1993, to enlarge an existing marina and add new slips.
Findings Of Fact On July 29, 1992, Jupiter Hills Lighthouse Marina (Respondent Jupiter Hills) submitted an application to the Department of Environmental Protection (Respondent DEP) for a permit to enlarge an existing dock facility to 488 feet and to increase the existing 6 slips to 48 new slips. Respondent Jupiter Hills is located 0.7 miles north of Martin County Line Road, on U. S. Highway One, Indian River Lagoon, Jensen Beach to Jupiter Inlet Aquatic Preserve, more particularly described as Martin County, Section 19, Township 40 South, Range 43 East, Indian River Lagoon Class III Waters. On November 15, 1993, Respondent Jupiter Hills amended its application at the request of Respondent DEP. The revised proposed project increases the dock facility from 6 slips to 18 slips, restricting 12 of the 18 slips for sailboat use; and proposes a new 149 foot long T-shaped pier from the existing pier, creating a total dimension of 180 feet by 60 feet. Further, Respondent Jupiter Hills proposes to remove four existing finger piers and 10 existing mooring pilings, to add eight finger piers and 34 new mooring pilings, and to place riprap along the existing seawall and new pier. The proposed project is located in an Outstanding Florida Water (a designated aquatic preserve), the Jensen Beach to Jupiter Inlet Aquatic Preserve, which is a part of the Indian River Preserve. Significant water quality parameters for this proposed project include coliform bacteria, heavy metals, and oil and grease. Water quality standards for oil and grease are not being currently met. However, to address this noncompliance, Respondent Jupiter Hills has agreed to include, as part of this project, the installation of an exfiltration trench to trap grease coming from the uplands. This trench will improve water quality, causing a net improvement of water quality in the proposed project area. Stormwater from the area, including a portion of U. S. Highway One and parking areas within U. S. Highway One right-of-way, discharge directly into Respondent Jupiter Hills. This stormwater then drains directly into tidal waters. The exfiltration trench is designed to intercept up to three-fourths of an inch of the stormwater flow currently draining into the basin. The owners of Respondent Jupiter Hills will maintain the exfiltration trench. They have signed a long-term agreement with Respondent DEP for the maintenance of the trench, and the agreement is included in Respondent DEP's Intent to Issue. Water quality standards for fecal coliform are currently being met. The construction of the proposed project will not preclude or prevent continuing compliance with these standards. Respondent Jupiter Hills has proposed a sewage pump-out station which is not currently in the area and which will encourage boaters to pump boat sewage into the city treatment area instead of dumping the sewage into the water. The pump-out station will be connected to the central sewage system, but boaters will not be required to use the sewage pump-out station. However, since liveaboards are more likely to cause fecal coliform violations, Respondent Jupiter Hills has agreed that no liveaboards will be permitted in the proposed project. Water quality standards for heavy metals are currently being met. The construction of the proposed project will not preclude or prevent continuing compliance with these standards. Respondent Jupiter Hills proposes to use construction materials which have not been treated by heavy metals. Also, because the proposed project area flushes in one tidal cycle, any additional metals from the boats themselves would be swept away quickly. The proposed project will not adversely impact or affect the public health, safety or welfare or the property of others. Respondent Jupiter Hills has provided reasonable assurance that water quality standards will be met, continue to be met, and not violated. As a result, the public health and safety are protected. The proposed pump-out facility will reduce the incidences of illegal head discharges into the Jupiter Sound. Thus, this facility will benefit the health and safety of swimmers or others participating in water-related activities in the Jupiter Sound. The proposed project will not adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats. Respondent Jupiter Hills has agreed to several measures designed to reduce any adverse impacts to fish and wildlife and the measures have been incorporated into the Intent to Issue. Respondent Jupiter Hills has agreed to not allow new power boats to dock at the proposed facility, which will prevent adverse affects on the manatee population in the area. Additionally, the proposed pump-out facility will improve the water quality, resulting in a benefit to fish and wildlife, including the Benthic habitat and seagrasses. Respondent Jupiter Hills has further agreed to install navigational signs, directing boaters away from manatees, and no wake signs, indicating the presence of manatees; these signs do not presently exist. Furthermore, Respondent Jupiter Hills has agreed to post signs directing boaters away from any seagrasses located in the proposed project area. Whether seagrasses in the proposed project area will be adversely affected is also a factor to be considered. Inspections and surveys of the proposed project area in December 1992 and mid-March 1993 revealed one patch of Halophila decipiens and Halophila johnsonii at the 100 foot contour but no seagrasses within the footprint of the proposed project. A survey of the area in late April 1994 revealed some seagrasses in the proposed project area but no seagrasses within the footprint of the proposed project. In September 1995, an examination of the area revealed Halophila decipiens just waterward of the existing slips down to the southern property boundaries 20 to 30 feet wide and revealed sparse seagrasses approximately 300 to 500 feet from the shoreline. Halophila decipiens is more abundant and thick in the summer and tends to die off and at its thinnest in the winter. Neither Halophila decipiens nor Halophila johnsonii are threatened or endangered species of seagrasses. The seagrasses provide a significant environmental benefit. The benefits include nutrient recycling in the area and providing habitat for Benthic invertebrates, such as crabs, which are at the bottom of the food chain. Also, other plants grow on the seagrasses, such as algae, and the other plants provide food for other organisms. Manatees eat several seagrasses, including Halophia decipiens but it is not one of the manatees preferred seagrasses. Seagrasses can be adversely affected in two ways. One way is that prop dredging could scar the seagrasses. However, as to the proposed project, the depth of the water in the area of the seagrasses will prevent any adverse affects from prop dredging. The second way that seagrasses can, and will, be adversely affected is being shaded by the proposed dock or by boats tied-up to the dock. The density of the seagrass, pertaining to this proposed project, is thin and low and approximately one percent of actual coverage. In determining whether the proposed project is clearly in the public interest, Respondent DEP uses a balancing test which consists of taking the public interest criteria and weighing the pros and cons of the proposed project. Balancing the adverse impacts on the seagrasses and the positive effects of the public interest criteria, the proposed project is clearly in the public interest. The slips in the proposed project will increase by 12; however, the slips can only be used by sailboats. Since sailboats move slowly, the manatees in the area will not be adversely affected by the proposed project. Neither navigation nor the flow of water will be adversely affected by the proposed project. Further, no harmful erosion or shoaling will be caused by the proposed project. Adequate depths are off of the end of the dock for boats to safely navigate. Shoaling is not a potential problem, and therefore, any potential shoaling which may develop will not adversely affect navigation. The proposed dock will not impact navigation into the Intracoastal Waterway (ICW) because the dock will not extend into the ICW and because Respondent Jupiter Hills will provide navigational aids to guide boaters to access the Atlantic ICW. Furthermore, there is sufficient depth for navigation between the end of the proposed dock and the sandbar where the seagrasses are located. Boat traffic coming from the south will primarily originate from the residences to the south. The proposed dock will force these boaters 200 feet offshore where the natural channel is located. Additionally, the dock will keep boaters further offshore from the riparian land owners to the north, including the Petitioners. To improve the public interest aspects of the project, Respondent DEP proposed that Respondent Jupiter Hills install riprap, which Respondent Jupiter Hills agreed to do. Installation of the riprap will be 367 feet along the perimeter of the proposed dock and in a 10 by 50 foot area along the bulkhead north of the dock. Some shoaling will result but will not affect navigation. The riprap will provide substrate and shelter for marine life. The fishing or recreational values or marine productivity will not be adversely affected by the proposed project. Marine productivity will increase because the sewage pump-out station will improve the water quality which will benefit the Benthic community. The proposed project will be of a permanent nature. Significant historical and archaeological resources will not be adversely affected by the proposed project. The Department of State, which is responsible for historical and archaeological resources, reviewed the Notice of Intent and has no objection to the proposed project. The current condition and relative value of functions being performed by areas affected by the proposed project will be increased and, therefore, benefited. No cumulative impacts are associated with the proposed project. The proposed project is not in an area of pristine shoreline; the area is highly developed. Approximately 1,200 feet to the south of the proposed project is a 270 foot dock with about 50 slips. When considered with the other docks in the area, the extension of the dock in the proposed project will not significantly or measurably further violate the water quality. Respondent Jupiter Hills has provided reasonable assurance that the proposed project is clearly in the public interest.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection issue a final order issuing Permit No. 432170499 to Jupiter Hills Lighthouse Marina. DONE AND ENTERED this 8th day of April, 1996, in Tallahassee, Leon County, Florida. ERROL H. POWELL, 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 8th day of April, 1996. APPENDIX The following rulings are made on the parties' proposed findings of fact: Petitioners Proposed Findings of Fact Partially accepted in finding of fact 1. Partially accepted in finding of fact 3. Partially accepted in findings of fact 1 and 2. Partially accepted in finding of fact 2. Partially accepted in finding of fact 10. Rejected as being irrelevant, or unnecessary. See, conclusion of law 43. Also, partially accepted in findings of fact 19-27, 34-35. Partially accepted in finding of fact 4. Partially accepted in finding of fact 5. Partially accepted in findings of fact 5 and 6. Partially accepted in finding of fact 7. Partially accepted in finding of fact 9. Rejected as being unnecessary. Also, see finding of fact 18. Partially accepted in finding of fact 10. Partially accepted in findings of fact 8, 9, and 10. Partially accepted in finding of fact 9. Partially accepted in findings of fact 12 and 13. Partially accepted in finding of fact 11. See, conclusion of law 46. Partially accepted in findings of fact 9 and 16. Partially accepted in finding of fact 18. Partially accepted in finding of fact 18. Partially accepted in finding of fact 31. Partially accepted in findings of fact 18 and 28. Partially accepted in findings of fact 29 and 30. Partially accepted in finding of fact 31. Partially accepted in finding of fact 33. Partially accepted in finding of fact 9. Partially accepted in finding of fact 37. Partially accepted in finding of fact 36. Rejected as being argument, or a conclusion of law. Rejected as being argument, or a conclusion of law. Partially accepted in finding of fact 23. Partially accepted in finding of fact 23. Partially accepted in finding of fact 24. Rejected as being irrelevant, or unnecessary. Partially accepted in finding of fact 20. Partially accepted in finding of fact 20. Partially accepted in finding of fact 20. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Partially accepted in finding of fact 20. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Partially accepted in findings of fact 20 and 21. Partially accepted in finding of fact 26. Partially accepted in findings of fact 3 and 20. Partially accepted in finding of fact 20. Rejected as being not supported by the greater weight of the evidence, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being not supported by the greater weight of the evidence, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Partially accepted in findings of fact 19-27. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejectd as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Respondent Jupiter Hills' Proposed Findings of Fact Partially accepted in finding of fact 1. Partially accepted in finding of fact 1. Partially accepted in finding of fact 2. Partially accepted in findings of fact 1 and 2. Partially accepted in finding of fact 13. Partially accepted in finding of fact 13. Partially accepted in findings of fact 30 and 31. Partially accepted in finding of fact 14. Partially accepted in finding of fact 17. Partially accepted in finding of fact 29. Partially accepted in finding of fact 34. Partially accepted in finding of fact 36. Partially accepted in finding of fact 13. Partially accepted in finding of fact 38. Partially accepted in finding of fact 39. Partially accepted in findings of fact 29, 30 and 33. Partially accepted in finding of fact 31. Partially accepted in finding of fact 15. Partially accepted in findings of fact 4, 5, 8, and 11. Partially accepted in findings of fact 5 and 6. Partially accepted in finding of fact 9. Partially accepted in findings of fact 5, 8, and 9. Partially accepted in finding of fact 9. Partially accepted in finding of fact 9. Partially accepted in finding of fact 9. Partially accepted in finding of fact 16. Partially accepted in findings of fact 9, 14, 15, and 16. Partially accepted in findings of fact 18, 24, and 27. Partially accepted in findings of fact 18 and 28. Partially accepted in finding of fact 28. Partially accepted in finding of fact 18. Partially accepted in finding of fact 22. Partially accepted in finding of fact 21. Partially accepted in findings of fact 20 and 26. Partially accepted in finding of fact 26. Partially accepted in findings of fact 20 and 26. Rejected as being irrelevant, or unnecessary. Rejected as being unnecessary, argument, or a conclusion of law. Partially accepted in finding of fact 27. Partially accepted in finding of fact 27. Rejected as being argument, or a conclusion of law. Rejected as being unnecessary, argument, or a conclusion of law. Rejected as being irrelevant, unnecessary, argument, or a conclusion of law. Partially accepted in finding of fact 25. Partially accepted in finding of fact 33 Partially accepted in finding of fact 33. Partially accepted in finding of fact 40. Rejected as being irrelevant, or unnecessary. Rejected as being irrelevant, or unnecessary. Rejected as being irrelevant, or unnecessary. Partially accepted in finding of fact 10. Rejected as being unnecessary, or a conclusion of law. Partially accepted in findings of fact 27 and 41. Respondent DEP's Proposed Findings of Fact Partially accepted in finding of fact 1. Partially accepted in finding of fact 2. Partially accepted in finding of fact 3. Partially accepted in finding of fact 4. Partially accepted in finding of fact 5. Partially accepted in finding of fact 6. Partially accepted in finding of fact 7. Partially accepted in finding of fact 8. Partially accepted in findings of fact 9 and 10. Partially accepted in finding of fact 11. Partially accepted in findings of fact 12 and 13. Partially accepted in finding of fact 15. Partially accepted in finding of fact 14. Partially accepted in finding of fact 15. Partially accepted in finding of fact 16. Partially accepted in finding of fact 17. Partially accepted in finding of fact 18. Partially accepted in findings of fact 19 and 20. Partially accepted in finding of fact 20. Partially accepted in finding of fact 20. Partially accepted in finding of fact 20. Partially accepted in finding of fact 21. Partially accepted in finding of fact 22. Partially accepted in findings of fact 25 and 26. Partially accepted in finding of fact 26. Partially accepted in finding of fact 26. Partially accepted in finding of fact 27. Partially accepted in finding of fact 27. Partially accepted in finding of fact 28. Partially accepted in finding of fact 29. Partially accepted in finding of fact 30. Partially accepted in finding of fact 31. Partially accepted in finding of fact 32. Partially accepted in finding of fact 33. Partially accepted in finding of fact 33. Partially accepted in finding of fact 34. Partially accepted in finding of fact 35 Partially accepted in finding of fact 36. Partially accepted in finding of fact 37. Partially accepted in finding of fact 37. Partially accepted in finding of fact 38. Partially accepted in finding of fact 39. Partially accepted in finding of fact 40. Partially accepted in finding of fact 41. NOTE: Where a proposed finding of fact has been partially accepted, the remainer has been rejected as being irrelevant, unnecessary, cumulative, not supported by the evidence presented, not supported by the greater weight of the evidence, argument, or a conclusion of law. COPIES FURNISHED: J. A. Jurgens, Esquire Post Office Box 1178 Winter Park, Florida 32790-1178 Timothy C. Laubach, Esquire Sears and Manuel, P.A. 1218 Mount Vernon Street Orlando, Florida 32803 M.Tracy Biagiotti, Esquire Scott Hawkins, Esquire Jones, Foster, Johnston & Stubbs, P.A. Post Office Box 3475 West Palm Beach, Florida 33402 (Attorney for Jupiter Hills Lighthouse Marina) Lynette L. Ciardulli Assistant General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Douglas MacLaughlin Assistant General Counsel Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante General Counsel Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Virginia B. Wetherell, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issue is whether Vista of Fort Walton Beach, LLC (Vista), should be issued Surface Water Management Permit No. 04-2012-0013G authorizing the construction of an earthen embankment dam and impoundment to impound stormwater runoff from a proposed commercial development in the City of DeFuniak Springs (City), Walton County, Florida.
Findings Of Fact The District has regulatory jurisdiction over the construction of certain types of impoundments within its boundaries. If an impoundment is at least ten feet high but less than 25 feet in height and has an impounding capacity of at least 50 acre-feet, a general permit is required. See Fla. Admin. Code R. 40A-4.041(1). Vista, a limited liability corporation, owns an odd- shaped parcel in the City on which it intends to build a small commercial development consisting of a 17,000-square foot building, a parking lot, and related amenities. The vacant parcel abuts the north side of U.S. Highway 90 just east of 18th Street and is approximately 1.66 acres in size. The property is partially wooded and has a small wetland area on its northeastern corner. In conjunction with the proposed commercial development, Vista intends to construct an impoundment to control stormwater runoff from the project. Because the impoundment will be ten feet high and have an impounding capacity of at least 50 acre-feet, Vista is required to obtain a general permit. See Fla. Admin. Code R. 40A-4.041(1). Vista filed a permit application with the District on June 8, 2012. On August 8, 2012, the District gave notice that it intended to issue a surface water management permit to Vista. The permit allows the construction of a stormwater retention basin. A mitigation plan for impacts to 0.23 acres of wetlands was also approved but is not at issue in this proceeding. As described in the District staff report, the project will encompass one earthen embankment dam and impoundment to impound the storm runoff. It will operate as a dry stormwater retention basin designed to impound water only during rainfall events. The facility will utilize a pipe and riser spillway system, and the basin outfall will be protected by a rip-rap lined plunge pool. Due to space restrictions, an engineered retaining wall will be incorporated into the embankment's north side slope. The stormwater will discharge through controlled overflow structures into a nearby wetland area that lies northeast of Vista's property and will then be integrated into an existing channel that eventually forms the headwaters of Sandy Creek to the north. Petitioner has resided on her property since around 1932. Her odd-shaped parcel, described as being between five and seven acres in size, lies immediately to the north of Vista's property. A small wetland is located on the southeastern corner of her property. The two parcels share a common boundary line, appearing to be no more than a hundred feet or so. Because the boundary line is lower than the highest part of each owner's property, a "trench" has formed along the line. Wabash Avenue, a platted but un-built roadway that begins on U.S. Highway 90, runs to the northwest through the wetland area and along the eastern boundaries of both properties. As alleged in the Second Amended Petition, Petitioner is concerned that the project will cause flooding on her property. In a broader sense, she appears to be opposed to any commercial development on Vista's property. The back side of the Vista parcel slopes downhill to a recessed area that is adjacent to both properties. Although some fill has already been placed on the property in preparation for the development, the applicant intends to add "a lot" more fill to the entire parcel to create a gradual slope down to the edge of Wabash Avenue. A basin or pond around 0.20 acres in size will be formed within the fill area and a retaining wall consisting of multiple segments will be constructed around the basin. The wall will be separated from Petitioner's property by a 20-foot buffer, while at its closest point the basin will be "35 feet or so" from her property line. The plans submitted by the applicant demonstrate that the system will be built in accordance with all District standards and should operate in a safe manner. Before construction can begin, the District must approve the retaining wall design specifications. During rain events, the first inch of water will be retained on site for treatment. Additional water will be stored in the basin and then slowly allowed to discharge from the basin into the wetlands. The point of discharge from the basin is at a location a minimum of 20 feet south and east of Petitioner's property line. To ensure that the retention system will not discharge runoff at a higher rate than was discharged before development, Vista performed hydrologic calculations demonstrating pre- and post-development runoff. According to accepted models developed by the United States Department of Agriculture and its predecessor, the Soil Conservation Service, the current peak runoff from the Vista property is 2.46 cubic feet per second (CFS) during a two-year, 24-hour storm event. After development, the volume of water will be reduced to 0.74 CFS. During a 25-year, 24-hour storm event, the volume of runoff post-development is anticipated to drop from 12.59 CFS to 6.51 CFS. Finally, during a 100-year, 24-hour storm event, post- development runoff will be slightly reduced from 19.64 CFS to 18.99 CFS. Therefore, as sited, sized, and designed, the project will reduce runoff during all anticipated storm events. The foregoing calculations were not credibly contradicted and satisfy the requirement that an applicant give reasonable assurance that the project will not cause an increased flow such that it will endanger downstream property in times of flood with respect to state or frequency. See Fla. Admin. Code R. 40A-4.301(2)(f). They also confirm that water in the impoundment will not be raised to a level that could be harmful to the property of others. See Fla. Admin. Code R. 40A- 4.301(2)(c). Thus, the potential for flooding on Petitioner's property will be reduced if the project is constructed as permitted. The Department of Transportation (DOT) is currently repairing the drainage system on U.S. Highway 90 in front of the Vista property. Stormwater from that project drains into the wetlands through an easement deeded to the City at the rear of the Vista property. Petitioner pointed out that after the DOT project began, and fill was added to the Vista property, she has experienced an increase in water on her property. Whether the DOT project is responsible in any way for this hydrologic change is not known. However, accepted testimony by two professional engineers supports a finding that Vista is not responsible for any hydrologic changes on Petitioner's property. Vista was not required to take into account any runoff from the DOT project in making its hydrologic calculations because the amount of runoff from its own property will actually be reduced by the retention system. At hearing, Petitioner contended that a fence she built on the common boundary line with Vista sometime after 1990 was illegally removed by Vista in order to construct the basin. According to Mr. George, who first surveyed the property line in 1990 and then surveyed it a second time a few years ago, the fence was built a few feet beyond Petitioner's property line and lies within the buffer zone between the basin and her property. Petitioner argues that even if this is true, the doctrine of adverse possession applies and she is now the owner of the property on which the fence was built. This type of dispute, however, can only be resolved in circuit court, and not in an administrative forum. See § 26.012(2)(g), Fla. Stat. The District has examined the property records and is satisfied that Vista has ownership of the property on which the impoundment will be built. Notably, the basin will not be located within the 20-foot buffer where the fence once stood and which is dedicated to the City as an easement. Finally, through cross-examination at hearing, Petitioner suggested that any project designed by humans carries with it the remote possibility that it will fail and create a catastrophic situation on her property. In the unlikely event that the design and operation of the retention basin threaten the safety of adjoining property owners, section 373.429 and rule 40A-1.205 enable the District to revoke, suspend, or modify a permit to protect the safety of others.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Northwest Florida Water Management District enter a final order approving the issuance of Surface Water Management System Permit No. 04-2012-0013G to Vista. DONE AND ENTERED this 11th day of March, 2013, 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 11th day of March, 2013. COPIES FURNISHED: Jonathon Steverson, Executive Director Northwest Florida Water Management District 152 Water Management Drive Havana, Florida 32333-4712 Helen J. Crenshaw 61 North 18th Street DeFuniak Springs, Florida 32433-9547 Kevin X. Crowley, Esquire Pennington, Moore, Wilkinson, Bell & Dunbar, P.A. Post Office Box 10095 Tallahassee, Florida 32302-2095 James Busby Vista of Fort Walton Beach, LLC Post Office Box 760 Fort Walton Beach, Florida 32549-0760
The Issue Whether the proposed Florida Administrative Code Rules 28-20.110, 28-20.120, and 28-18.210 are invalid exercises of delegated legislative authority.
Findings Of Fact Parties Petitioner, Florida Keys Citizens Coalition, Inc. ("FKCC"), is a non-profit Florida corporation whose address is 10800 Overseas Highway, Marathon, Florida 33050. The primary purpose of FKCC is to "protect the quality of life of the citizens of the Florida Keys." The primary emphasis of the organization involves issues related to the carrying capacity, the limits of the infrastructure, and the environmental qualities of the Florida Keys. Consistent with its purpose, FKCC opposes regulations which it believes will diminish the quality of the natural habitat in Monroe County and the City of Marathon and hinder safe and efficient emergency evacuation. FKCC has been involved in previous Monroe County litigation, including participating as a party to at least two formal administrative challenges to the 2010 Monroe County Comprehensive Plan (Monroe County Comprehensive Plan). Petitioner, Last Stand, Inc., is a non-profit Florida corporation whose address is Post Office Box 146, Key West, Florida 33041-0146. The primary purpose of Last Stand is to preserve and protect the quality of life in the City of Key West, the Florida Keys, and their environs, with particular emphasis on the natural environment. To that end, Last Stand opposes regulations that it believes diminishes the quality of the natural habitat in the Florida Keys and regulations that hinder safe and efficient emergency evacuation in the Florida Keys. Last Stand is an organizational member of FKCC. Moreover, many individual members of Last Stand are also members of FKCC. A substantial number of members of both FKCC and Last Stand live, work, and/or engage in various recreational activities in the City of Marathon or in nearby areas. For example, a substantial number of members of both of those organizations regularly use and enjoy the nearshore waters of Monroe County for recreational water activities, such as boating, diving, snorkeling, and/or swimming.3 A substantial number of members of both organizations also regularly use and enjoy terrestrial habitats in Monroe County, including the City of Marathon, for recreational activities such as hiking and bird-watching. A substantial number of the members of both FKCC and Last Stand may be adversely affected or impacted by the issues which are in dispute in this proceeding. Moreover, the issues in this proceeding are germane to the purposes of both FKCC and Last Stand. Also, both FKCC and Last Stand regularly represent their members' interests in formal administrative hearings and local commission meetings relative to environmental and growth management issues. Respondent, Administration Commission, consists of the Governor and Cabinet and is empowered to adopt, by rule, any enactment, amendment, or rescission of a land development regulation or element of a local comprehensive plan in the Florida Keys area. Respondent, Monroe County, is a local county government within the Florida Keys Area of Critical State Concern ("ACSC"). Respondent, City of Marathon, is a municipality within the Florida Keys ACSC. Intervenor, the DCA, is the state land planning agency responsible for the general supervision of the administration and enforcement of the ACSC program. As the state planning agency, the DCA is authorized to propose changes to local comprehensive plans and land development regulations within an ACSC for adoption by the Administration Commission. Economic Base of Florida Keys Tourism is the economic base of the Florida Keys. Moreover, the basis for the Florida Keys' tourism is a healthy natural environment that supports fishing, diving, water sports, boating, bird-watching habitat, visiting endangered species habitat, and other related activities. History of the Florida Keys ACSC The Florida Keys area is designated as an ACSC and consists of, unincorporated, Monroe County, the City of Layton, the City of Key Colony Beach, the Village of Islamorada, and the City of Marathon. See § 380.0552(3), Fla. Stat. (2004).4 The City of Key West has been separately designated as an ACSC pursuant to Florida Administrative Code Rule Chapter 28-36. The Florida Keys were originally designated by the Administration Commission in 1975 and re-designated by the Legislature in 1986. The legislative intent section and the Principles for Guiding Development, as set forth in Subsections 380.0552(2) and (7), Florida Statutes, together require an effective land use management system that protects the natural environment and character of the Florida Keys, maintains acceptable water quality conditions, ensures adequate public facility capacity and services, provides adequate affordable housing, supports a sound economic base, protects constitutional property rights, and requires adequate emergency and post- disaster planning to ensure public safety. During the past 20 years, the growth management process has been implemented in essentially two phases. The first phase involved developing, adopting, and implementing the first comprehensive plans and regulations under the new designation. These plans and regulations were adopted by the county and cities in the mid-1980s. The 1986 plan established a growth management system that substantially increased protection of natural resources and began to reduce the over-allocation of density in the Florida Keys. It also achieved the long-term protection of North Key Largo. However, several major problems were not adequately addressed by the 1986 plan, including maintaining evacuation capability, water quality protection, sewage treatment, stormwater treatment, and community character. In addition, although the plan required a focal point plan for Big Pine Key, this planning process did not result in a viable plan that adequately protected the Florida Keys deer. The required open space ratios proved difficult to maintain within habitats once development occurred, resulting in fragmentation of habitat. The second phase involved the planning process undertaken in the early 1990s to meet the requirements of the Growth Management Act and to update the plan based on lessons learned in implementing the 1986 plan. In developing, reviewing, and litigating the Monroe County Comprehensive Plan, the following critical issues emerged involving how to: maintain acceptable hurricane evacuation capability; retrofit existing development and provide new development with adequate wastewater and storm water facilities, including, where appropriate, upgrading of on-site systems; determine the carrying capacity of the Keys to withstand the impacts of additional land development and modify state and local plans, regulations and programs so that the carrying capacity is not exceeded; provide an adequate supply of affordable housing while maintaining acceptable hurricane evacuation and protecting the environment. In 1996, the Administration Commission adopted a rule which included a cap of 255 residential units per year for Monroe County. The rule also adopted a five-year Work Program into the Monroe County Comprehensive Plan with the local governments to construct sewage treatment facilities, replace cesspits, and purchase land to protect natural habitat. Monroe County, the City of Marathon, and the DCA were required to submit reports to the Administration Commission each year "documenting the degree to which the Work Program objectives for that year [had] been achieved." The rule contemplated that if the local governments did not make "substantial progress" towards accomplishing the tasks of the Work Program, the unit cap for new residential permits would be reduced by at least 20 percent for the following year. The Administration Commission found a lack of "substantial progress" in 1999 and adopted a rule which reduced the annual allocation of residential permits by 20 percent and extended the five-year Work Program to seven years. The Administration Commission found "substantial progress" had been accomplished in 2001 and began rulemaking to restore the permit allocation. However, the rule was challenged, and since the Administration Commission found a lack of "substantial progress" in 2002, the Commission adopted a revised rule which did not restore permits. The Carrying Capacity Study The 1996 Administration Commission rule amended the Monroe County Comprehensive Plan to require the completion of a carrying capacity analysis. The carrying capacity analysis shall be designed to determine the ability of the Florida Keys ecosystem, and the various segments thereof, to withstand all impacts of additional land development activities. The analysis shall be based upon the findings adopted by the Administration Commission on December 12, 1995, or more recent data that may become available in the course of the study, and shall be based upon the benchmarks of, and all adverse impacts to, the Keys land and water natural systems, in addition to the impact of nutrients on marine resources. The carrying capacity analysis shall consider aesthetic, socioeconomic (including sustainable tourism), quality of life and community character issues, including the concentration of population, the amount of open space, diversity of habitats, and species richness. The analysis shall reflect the interconnected nature of the Florida Keys' natural systems, but may consider and analyze the carrying capacity of specific islands or groups of islands and specific ecosystems or habitats, including distinct parts of the Keys' marine system. (Ref. 1991 Stip. Settlement Agreement). Agencies: County, DCA, DEP, DOH, DOT, GFC, SFWMD, NMS, SFRPC, EPA, USFWS, Army COE, and other interested parties to include representatives of environmental organizations and development interests. The Florida Keys Carrying Capacity Study ("FKCCS") was completed over a period of six years. Six million dollars was allocated by the DCA and the United States Army Corps of Engineers to produce the Monroe County Sanitary Wastewater Master Plan, the Stormwater Management Plan, and the FKCCS. The contractor, URS Corporation, completed the FKCCS and the Carrying Capacity/Impact Assessment Model ("CCIAM"), a separate component to be used in forecasting land use scenarios. A panel of external experts was used to peer review the scope of work. In September 2002, the study was completed. The National Research Council of the National Academy of Sciences ("Council") reviewed the CCIAM and FKCCS and, as a result of its review, adjustments were made to the CCIAM. The Council's review concluded that overall, due to data constraints and other issues in certain portions of the CCIAM, the model proved insufficient to develop a comprehensive carrying capacity framework that would allow for undisputable determinations of whether future development scenarios fall within the carrying capacity of the Florida Keys. The marine module, the most data- deficient, was subsequently removed from the CCIAM. The FKCCS recommended four main guidelines for future development in the Florida Keys: Prevent encroachment into native habitat. A wealth of evidence shows that terrestrial habitats and species have been severely affected by development and further impacts would only exacerbate an already untenable condition. Continue and intensify existing programs. Many initiatives to improve environmental conditions and quality of life exist in the Florida Keys. They include land acquisition programs, the wastewater and stormwater master plans, ongoing research and management activities in the Florida Keys National Marine Sanctuary, and restoration efforts throughout the Florida Keys. If further development is to occur, focus on redevelopment and infill. Opportunities for additional growth with small, potentially acceptable, additional environmental impacts may occur in areas ripe for redevelopment or already disturbed. Increase efforts to manage the resources. Habitat management efforts in the Keys could increase to effectively preserve and improve the ecological values of remaining terrestrial ecosystems. Partnership Agreement While preparing the Assessment Report for 2003, the DCA Secretary concluded that the existing policy direction, consisting of imposition of the Work Program by the Administration Commission and reduction of residential permits, due to lack of substantial progress, was not sufficient to solve the problems facing the Florida Keys. The Assessment Report described difficulties and delays in implementing the Work Program. Most of the sewage treatment facilities contemplated by the Work Program were not constructed and valuable upland habitat continued to be developed. On December 16, 2003, the Administration Commission concluded that Monroe County had not made substantial progress and directed the DCA "to determine changes that would be necessary to the comprehensive plan to fully implement the requirements of the Work Program[,] as well as habitat protection provisions." The Administration Commission also accepted the staff recommendation that it "determine substantial progress has been made for the City of Marathon, and that some permits will be provided back to the City of Marathon," the number to be determined at the Administration Commission's January 27, 2004, meeting. The DCA approached the Florida Keys local governments and community-based organizations and proposed a Partnership Agreement to "begin implementation of the Work Program associated with the Florida Keys Protection Act." The DCA Secretary addressed the governing boards of the Florida Keys' local governments concerning the proposed Partnership Agreement. Monroe County, the City of Marathon, and the Village of Islamorada adopted resolutions supporting the partnership proposal. By letter dated February 25, 2004, the DCA Secretary requested that the Governor, as a member of the Administration Commission, authorize the Administration Commission staff to initiate rulemaking to amend the Comprehensive Plans of Monroe County and the City of Marathon. According to the letter, this action was requested based upon a series of significant commitments made by each of these local governments which addressed issues related to habitat protection, affordable housing, wastewater and stormwater management projects, land acquisition, and nutrient credits. The letter also noted the following: A complete follow-through on these commitments would mean over $410 million would be spent in the coming years to address these issues in the Florida Keys. Habitat protection will be increased, environmentally-sensitive hammock and pinelands would be purchased, new wastewater and stormwater management projects would be initiated, and 230 units of affordable housing would be made available for residents of the Florida Keys. * * * In essence, we have developed proposals that allow additional units primarily for affordable housing in the Florida Keys, but also would ensure the most pressing issues will be jointly addressed by local and state government. Consistent with the February 25, 2004, letter, the Partnership Agreement consists of commitments by the Florida Keys' local governments and several state agencies to address habitat protection, wastewater and stormwater treatment, affordable housing, and hurricane evacuation. At its March 9, 2004, meeting, the Administration Commission accepted the DCA's recommendation to initiate rulemaking to implement the Partnership Agreement. The Proposed Rules 29. Proposed Rules 28-18.210, 28-20.110, and 28-20.120 were published in the Florida Administrative Weekly on July 16, 2004.5 According to the published notice, the purpose of Proposed Rule 28-18.210 is to amend Policy 101.2.14 of the Marathon Comprehensive Plan to address building permit allocations by increasing the annual residential permitting cap and specifying allocations authorized for market rate and affordable housing, restoring certain allocations authorized for market rate and affordable housing, authorizing certain unused rate of growth ordinance allocations to roll forward, and deleting the requirement for nutrient credits upon a date certain. The notice also provides that the Proposed Rule amends the Work Program set forth in Policy 101.2.14 of the Marathon Comprehensive Plan to establish Year Eight and Year Nine to address tasks not yet completed in the original Work Program. The published notice states that the purpose of Proposed Rules 28-20.110 and 28-20.120 is to amend Policy 101.2.13 of the Monroe County Comprehensive Plan to address building permit allocations by increasing the annual residential permitting cap and specifying allocations authorized for market rate and affordable housing, restoring certain allocations previously reduced to be targeted for affordable housing, authorizing certain unused rate of growth ordinance allocations to roll forward, and deleting the requirement for nutrient reduction credits upon a date certain. The notice also provides that the proposed rules amend the Work Program in Policy 101.2.13 of the Monroe County Comprehensive Plan to establish Work Program provisions for Year Eight, Year Nine, and Year Ten to address tasks not yet completed in the original Work Program. Finally, the notice states that the Proposed Rule amendments address the adoption of necessary land development regulations. The published notice cites Subsection 380.0552(9), Florida Statutes, as the specific authority for the Administration Commission's promulgating the Proposed Rules and Section 380.0552, Florida Statutes, as the law implemented. Petitioners challenge portions of Proposed Rule 28-18.210, which will amend the Marathon Comprehensive Plan and portions of Proposed Rules 28-20.110 and 28-20.120,6 which will amend the Monroe County Comprehensive Plan and the Monroe County Land Development Regulations on the basis that they constituted invalid exercises of delegated legislative authority. Petitioners contend that the proposed rules should comply with Section 380.0552 and Chapters 163 and 380, Florida Statutes, and, therefore, should be analyzed for such compliance in this proceeding. Notwithstanding Petitioners contention to the contrary, for the reason stated in paragraph 199 below, Proposed Rules 28-18.210, 28-20.110, and 28-20.120 will be analyzed based on their consistency with Section 380.0552, Florida Statutes, because that is the provision which the proposed rules explicitly purport to implement. The published notice does not specify the subsection of Section 380.0552, Florida Statutes, that the proposed rules implement. However, the parties agree that the proposed rules must be consistent with Subsection 380.0552(7), Florida Statutes, which set forth the Principles for Guiding Development. Restoration/Increase of ROGO Allocations The Comprehensive Plans for Monroe County and the City of Marathon include a Permit Allocation System, under which Monroe County was originally allocated 255 permits per year for new residential units. As noted in paragraph 18 above, in 1999, the Administration Commission determined that substantial progress on the Work Program had not been accomplished and adopted a rule reducing the annual allocation of permits by 20 percent. After the incorporation of the Village of Islamorada and Marathon, and a voluntary reduction by the Village of Islamorada, the current annual allocation of residential development permits is 158 for Monroe County, 24 for Marathon, and 14 for the Village of Islamorada. Proposed Rule 28-20.110(1) amends Policy 101.2.13 of the Monroe County Comprehensive Plan by increasing the annual unit cap of 158 to 197, thereby restoring the original level of permits issued for new residential development under the Rate of Growth Ordinance ("ROGO"). The proposed rule requires that "[e]ach year's ROGO allocation of 197 new units shall be split with a minimum of 71 units allocated for affordable housing in perpetuity and market rate allocations not to exceed 126 new units per year." Proposed Rule 28-18.210 amends Policy 101.2.14 of the Marathon Comprehensive Plan by increasing the maximum number of permits for new residential units from 24 to 30 per year, thereby, restoring the original level of permits per year for new residential development under ROGO. The proposed rule requires that "[e]ach year's ROGO allocation of 30 units shall consist of 24 market rate and 6 affordable units" and that the affordable housing "remain as affordable housing in perpetuity." In addition to restoring the number of permits for new development to the original levels, Proposed Rule 28-20.110 amends the Comprehensive Plans of Monroe County and Marathon to restore available permit allocations that were unused in previous years and to allow unused ROGO allocations to be allocated in subsequent years. Proposed Rule 28-20.110 adds a new provision to the Monroe County Comprehensive Plan, providing that "effective July 12, 2004, 140 ROGO allocations, which represent unused reductions for ROGO Years Nine through 12, and 25 units lost in Year Ten due to lack of nutrient credits, are reallocated to the County exclusively for affordable housing purposes." Proposed Rule 28-18.210 adds a provision to the Marathon Comprehensive Plan that "effective July 12, 2004, 65 ROGO allocations, which represent unused ROGO allocations for ROGO Years 9 through 12, are to be reallocated to the City exclusively for affordable housing." Advancing/Borrowing Nutrient Credits The existing Comprehensive Plans of Monroe County and the City of Marathon include a nutrient credit system. According to the Monroe County Comprehensive Plan, nutrient reduction credits are earned when existing treatment systems are upgraded. The amount of nutrient reduction credits earned correlate to the type of treatment system to which an old system is upgraded. Thus, if a treatment system is upgraded to the "best centralized system" or the "advanced wastewater treatment system," Monroe County would earn the most nutrient credits possible. For example, elimination of a cesspit by connection to a centralized advanced wastewater treatment system earns 1.5 nutrient credits, and the elimination of a substandard on-site disposal system by connection to a centralized secondary treatment system earns 0.5 nutrient credits. Under the existing Comprehensive Plans of Monroe County and the City of Marathon, development permits for new residential development can only be issued if a nutrient reduction credit has been earned. The requirement that adequate nutrient credits be earned prior to issuance of permits is to mitigate for nutrient impacts of new residential development. However, Proposed Rules 28-18.210 and 28-20.110 provide that Monroe County and the City of Marathon will be permitted to "borrow" nutrient credits from the pool of nutrient credits that are anticipated from the construction and/or completing of sewage treatment facilities. The existing Comprehensive Plans of Monroe County and the City of Marathon provide that nutrient reduction credits are earned by the construction of the Little Venice system according to the schedules prescribed in the Comprehensive Plans. The schedules in the Comprehensive Plans provide that "213 of the total credits estimated to be available from the full operation of the system shall be earned when the wastewater permit is issued, the design/build contract for the system has been fully executed and construction of the system has commenced." The Comprehensive Plans also provide that all the remaining available credits shall be earned when the construction of the Little Venice System is complete, the collection system lines have been installed, and the final total of credits available from the operation of the systems has been calculated. Proposed Rules 28-20.110 and 28-18.210 amend the Comprehensive Plans of Monroe County and Marathon by allowing 213 of the total credits estimated to be available from the full operation of the Little Venice system to be earned, effective July 13, 2003. The proposed rules also provide that when the Little Venice system is completed, "[t]he total credits available shall be reduced by the 213 [credits] advanced in the year 2003." Proposed Rule 28-20.110 amends the Monroe County Comprehensive Plan by allocating 41 nutrient credits for market rate units and 193 nutrient credits for affordable housing units to Monroe County. The Proposed Rule 28-20.110 provides that the 41 nutrient credits will be subtracted from the nutrient credits subsequently earned from hookups to the Key West Resort Utilities Wastewater Facility ("Key West Resort Utilities"). The 193 nutrient credits will be subtracted from hookups to the Key West Resort Utilities, Bay Point, and Key Largo Wastewater Facilities. Repeal of Nutrient Reduction Provision As described in paragraph 42 above, the existing Comprehensive Plans of Monroe County and the City of Marathon have mandatory nutrient provisions that require nutrient credits to be earned prior to issuance of a permit for new residential units. Proposed Rules 28-20.110 and 28-18.210 amend the Comprehensive Plans of Monroe County and the City of Marathon by repealing the mandatory nutrient credit provisions. Pursuant to the proposed rules, "effective July 13, 2005, no nutrient credits shall be required if the local government has made satisfactory progress as determined by the Administration Commission in meeting the deadlines established by the Work Program as adopted by rule after March 15, 2004." Challenges to Increase/Restoration of Permits, Advancing Nutrient Credits, and Repeal of Nutrient Reduction Provision Petitioners contend that the increase in new residential permits is arbitrary and capricious and contravenes the law implemented because it will increase development even though the identified thresholds for growth in the Florida Keys--water quality, terrestrial habitat, and evacuation times-- have been exceeded and will "worsen" the water quality. Petitioners challenge the provision which allows the borrowing or awarding of nutrient credits before wastewater projects are completed as arbitrary and capricious, because it will allow a net increase in the nutrient impacts into the nearshore waters of the Florida Keys and will "worsen" the water quality. Proposed Rules 28-20.110(1) and 28-18.210 increase the number of permits for new residential units from the preceding years. However, the number of permits to be issued under the Monroe County Comprehensive Plan has not increased. Rather, the permits will be issued in a shorter time frame and without being subject to the previous conditions. Even though increased development could result in an increase in the nutrient impacts into the nearshore waters of the Florida Keys, the adverse effect of such nutrient loading is offset by the adequate treatment of wastewater and stormwater runoff. To address the problem of nutrient loading, the Proposed Rules 28-20.110 and 28-18.210 extend the years of the Work Programs and include in those programs tasks, such as construction and completion of wastewater facilities, as well as financing for those projects. Based on the commitments of Monroe County and the City of Marathon in the Partnership Agreement, there is a reasonable expectation that the projects included in the Work Program of the Proposed Rules will be completed. When completed, the wastewater treatment facilities will provide nutrient credits. In anticipation of the completion of the wastewater treatment facilities, Proposed Rules 28-20.110 and 28-18.210 restore the annual permits for new residential units to their original levels and allow previous unused ROGO allocations to be allocated. The Proposed Rules provide that the nutrient credits for these allocations will be borrowed from the pool of nutrient credits that are anticipated from the planned construction and completion of wastewater facilities. Petitioners' contention that the repeal of the mandatory nutrient reduction credit provision is arbitrary and capricious and contravenes the law implemented because such repeal allows the water quality to worsen, is inconsistent with the "no net nutrient" provision of the Comprehensive Plans and is unjustified given that the nutrient pollution has increased since the nutrient credit provisions were adopted. Petitioners also contend that the repeal of the nutrient credit provision is arbitrary and capricious because the repeal is effective on a date certain without further action and without regard for whether it is justified. Proposed Rules 28-20.110 and 28.18-210 repeal the mandatory nutrient reduction credit provisions of the Comprehensive Plans, but the condition precedent to the repeal is the Administration Commission's making a determination that Monroe County and the City of Marathon have "made satisfactory progress . . . in meeting deadlines established by the [new] Work Program." This determination must be made prior to the repeal going into effect. Presumably, the tasks in the Work Program for which satisfactory progress must be made are those relevant and reasonably related to and which result in nutrient credits. Contrary to Petitioners' assertion, the repeal of the mandatory nutrient credit provision does not automatically become effective on the date prescribed in the proposed amendments. Instead, the repeal is contingent on Monroe County's and the City of Marathon's making "satisfactory progress." The term "satisfactory" is not vague as asserted by Petitioners. In the context of Proposed Rules 28-20.110 and 28-18.210, "satisfactory" would be given its common and ordinary meaning, which is "sufficient to meet a demand or requirement."7 Annual Reporting Requirement The existing Comprehensive Plans for Monroe County and the City of Marathon provide that "beginning September 30, 2003, and each year thereafter, [the respective local government] Monroe County and the [DCA] shall report to the Administration Commission documenting the degree to which the Work Program objectives have been achieved." Proposed Rules 28-20.110 and 28-18.210, will modify the annual reporting requirements in the Monroe County and Marathon Comprehensive Plans. The proposed amended provision, which is underlined, and the existing provision are as follows: Beginning September 30, 2003, and each year of the work program thereafter, Monroe County and the Department of Community Affairs shall report to the Administration Commission documenting the degree to which the work program objectives for that year have been achieved. The report for years seven and eight shall be combined and provided to the Administration Commission by September 30, 2005. The Commission shall consider the findings and recommendations provided in those reports and shall determine whether substantial progress has been achieved toward accomplishing the tasks of the work program. Petitioners contend that the proposed rules, which delete the requirement for Monroe County and for the City of Marathon to submit the September 2004 progress report to the Administration Commission, are arbitrary and capricious. Petitioners assert that by deleting the requirement for the 2004 annual progress report, the proposed rules fail to establish an annual safeguard that is required to ensure that the environmental conditions and infrastructure limitation that the annual Work Program is designed to resolve, do not worsen. The proposed rules delete the requirement that Monroe County and Marathon submit their respective reports in September 2004 and delay submission of that report by a year. The time spent negotiating the Partnership Agreement and the proposed changes to the Monroe County Comprehensive Plans and the Land Development Regulations left little time for Monroe County and the City of Marathon to implement the new Work Programs. Moreover, the DCA and the Administration Commission would have had too short a time period in which to judge whether Monroe County and Marathon had made substantial progress. By combining the reports for Years Seven and Eight of the Work Program, the Administration Commission can expect a meaningful report on Monroe County's and the City of Marathon's progress in implementing their respective Work Programs. Monroe County Work Program Under Proposed Rules Proposed Rule 28-20.110 amends the Work Program Policy 101.2.13 of the Monroe County Comprehensive Plan by adding Years Eight, Nine, and Ten to the existing Work Program. Many of the tasks included therein address and are related to wastewater facilities, habitat protection, affordable housing, and hurricane evacuation and implement the Partnership Agreement. Year Eight of the Work Program requires that Monroe County and other designated agencies perform the specified tasks and provide, in relevant part, the following: Year Eight (July 13, 2004 through July 12, 2005) Review and revise (as necessary) the Conservation and Natural Areas Map. Initiate acquisition strategy for lands identified outside the Conservation and Natural Areas identified as worthy of protection. Begin public hearings for Conservation and Natural Areas boundaries. Conclude public hearings for the adoption of the amended Conservation and Natural Areas Boundaries. Adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involves the clearing of any portion of an upland tropical hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two or more acres in size located within a Conservation and Natural Area. Adopt amendments to the comprehensive plan and land development regulations to enact overlay designations, and eliminate or revise the Habitat Evaluation Index, and modify the ROGO/NROGO system to guide development away from environmentally sensitive lands. Amend land development regulations to prohibit the designation of Conservation and Natural Areas (Tier 1) as a receiver site for ROGO exempt development from sender sites; and to further limit clearing of upland native habitat that may occur in the Natural Areas (Tier I) and the Transition and Sprawl Reduction Area (Tier II) upon designation by the County. Develop Land Acquisition and Management Master Plan and address both funding and management strategies. Provide $40 million in financing secured by infrastructure tax for wastewater facilities. Begin construction of wastewater plants or laying of collection lines for Baypoint, Conch Key and Key Largo Trailer Village/Key Largo Park. Ensure the connection for up to 1,350 EDUs [equivalent development units] at Stock Island to Key West Resort Utilities. Complete the Lower Keys and Key Largo feasibility study. Complete projects identified in the Storm Water Management Master Plan. Evaluate and implement strategies to ensure that affordable housing remains affordable in perpetuity for future generations. Establish a partnership with non-profit organizations in order to construct affordable housing using additional state funds. Identify potential acquisition sites for affordable housing proposals and include in the Land Acquisition Master Plan. Provide up to $10 million in bond financing from the Tourist Impact Tax for acquisition of land for workforce housing and affordable housing sites. Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and, thereby, reduce potential loss of life from hurricanes. As discussed below, several of the tasks in Year Eight of the Work Program implement parts of Goal 105 of the Monroe County Comprehensive Plan. Goal 105 reads: Monroe County shall undertake a comprehensive land acquisition program and smart growth initiatives in conjunction with its Livable CommuniKeys Program in a manner that recognizes the finite capacity for new development in the Florida Keys by providing economic and housing opportunities for residents without compromising the biodiversity of the natural environment and the continued ability of the natural and man-made systems to sustain livable communities in the Florida Keys for future generations. Goal 105, also referred to as the "Smart Growth Goal," provides a framework to implement the FKCCS and a 20-year land acquisition program. The initial phase of implementing Goal 105 calls for the drafting and adoption of "Tier Maps" to be used as guidance for the Monroe County's Land Acquisition Program. Pursuant to Policy 105.2.1 of the Monroe County Comprehensive Plan, the Tier maps will designate and map properties into one of the following three general categories for purposes of Monroe County's Land Acquisition Program and the smart growth initiatives: Natural Area (Tier I); Transition and Sprawl Reduction Area (Tier II); and Infill Area (Tier III). Tier I property is property where all or a significant portion of the land is characterized as environmentally sensitive by policies of the Monroe County Comprehensive Plan and applicable habitat conservation plan. Tier I is to be designated as a Natural Area. New development is to be severely restricted in Tier I. Tier II is any geographic property where scattered groups and fragments of environmentally-sensitive lands, as defined by the Comprehensive Plan, may be found and where subdivisions are not predominantly developed. New development is to be discouraged in Tier II, which is to be designated as Transition and Sprawl Area. Tier III is property where a significant portion of land is not characterized as environmentally sensitive, as defined by the Monroe County Comprehensive Plan, where existing platted subdivisions are substantially developed, served by complete infrastructure facilities, within close proximity to established commercial areas or where a concentration of non-residential uses exist. New development and re-development are to be highly encouraged in Tier III, which is to be designated as Infill Area. Petitioners contend that Task A, which requires Monroe County to "review and revise [as necessary] the Conservation and Natural Areas ["CNA"] Map, vests unbridled discretion to the County to amend the CNA map without adequate standards or criteria." Further, Petitioners assert that Task A does not identify the purpose for which the CNA map is to be used. Based on this assertion, Petitioners contend that Task A is arbitrary and capricious and contravenes law. Task A will assist in the implementation of the Comprehensive Plan by requiring Monroe County to review and revise the CNA map. In reviewing Task A, it is clear that the county must adhere to the criteria prescribed in Goal 105 of the existing Monroe County Comprehensive Plan. When Task A is read together with Goal 105 and its related policies, it is clear that the purpose of Task A is to provide guidance for the Monroe County Land Acquisition Program. As a part of the review and revision process, the Partnership Agreement, which Task A implements, provides that the Monroe County staff should prepare the CNA map utilizing Florida Marine Source Resources Institute ADID maps, the most recent aerial photographs, site visits as necessary, and obtain input from DCA and the public. Moreover, when Task A is read with Task B, and other relevant parts of the Monroe County Comprehensive Plan, it is clear that a CNA map is to be used to implement Goal 105 of the Monroe County Comprehensive Plan, which is related to land acquisition and "smart growth initiatives." Petitioners assert that Task B, which requires Monroe County to "initiate acquisition strategy for lands identified outside the [CNA] boundaries," is arbitrary and capricious and contravenes the law implemented, because it provides no standards or criteria. Task B is consistent with Policy 105.2.1 of Goal 105 of the Monroe County Comprehensive Plan. The Partnership Agreement consistent with Goal 105 provides that Monroe County will identify lands outside the CNA boundaries for acquisition and target for purchase appropriate environmentally-sensitive lands that are contained within upland habitat of two acres or more outside the CNA. Task C requires Monroe County to "begin public hearings for [CNA]." Task D requires Monroe County to conclude the public hearings for adoption of the amended [CNA] boundaries. Petitioners contend that Tasks C and D are arbitrary and capricious and contravene the law implemented, because they do not require that an end result be achieved as a result of these public meetings. When the provisions of Task C and Task D are read together, with Goal 105 and the relevant provisions of the Partnership Agreement, it is clear that the end result sought as a result of the public hearings is to receive public comment regarding the identification of lands to be included in the CNA. Furthermore, this is a reasonable meaning of Tasks C and D in light of the well-known purpose of public hearings. Petitioners challenge Task E, which requires Monroe County to "adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involves the clearing of any portion of an upland tropical hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two or more acres in size located within a [CNA]." The purpose of the moratorium is to prevent impacts to native habitat until Monroe County adopts permanent regulations and amendments. Petitioners contend that Task E of Year Eight of the Work Program, which requires Monroe County to "adopt an ordinance to implement a moratorium on ROGO/NROGO applications that involve the clearing of any portion of an upland hardwood hammock or pinelands habitat contained in a tropical hardwood hammock or pinelands patch of two acres or more . . . within a [CNA]," is arbitrary and capricious and contravenes the law implemented. Petitioners assert that the criteria for the interim ordinance required fails to protect all hammock and pineland, does not protect enough hammock to ensure that the carrying capacity of the Florida Keys terrestrial habitat to sustain degradation and loss is not exceeded, does not require that the interim protections last until replaced by permanent ones, and does not apply to ROGO-exempt allocations. The criteria for the interim ordinance required by Task E is reasonable and will result in strengthening habitat protection in the areas specified in that provision. The fact that Task E authorizes the adoption of an ordinance that protects less than "all" hammock and pineland, does not make the proposed rule arbitrary and capricious, nor does the proposed rule contravene the law implemented. Petitioners contend that Task F, which requires Monroe County to "[a]dopt amendments to the comprehensive plan and land development regulations to enact overlay designations, and eliminate or revise the Habitat Evaluation Index ["HEI"], and modify the ROGO/NROGO system to guide development away from environmentally sensitive lands," is arbitrary and capricious and contravenes the law implemented. Petitioners claim that the standard set forth in Task F, "to guide development away from environmentally sensitive lands," is no more specific than is statutory language. Petitioners assert that the proposed rule should specify (1) habitat types, patch sizes and other characteristics of the areas to which regulations will apply, and (2) the exact nature of the regulation (i.e. a prohibition on direct or secondary impacts, the application of negative points or open space rations, etc.) that will be relied upon to guide development away from such areas. Task F requires Monroe County to adopt amendments to the Comprehensive Plan and Land Development Regulations to enact the overlay designations requiring Monroe County to implement Policy 105.2.2 of the Monroe County Comprehensive Plan. Task F will implement Goal 105 of the Monroe County Comprehensive Plan. This task will identify areas to which future development will be directed. Also, the overlay designations will give property owners more certainty with respect to whether they can or cannot develop their property. The requirement in Task F, that the HEI be reviewed or eliminated, is reasonable in light of Goal 105 of the Monroe County Comprehensive Plan. The HEI is currently used by Monroe County to evaluate the environmental sensitivity of land and its suitability for development and acquisition. The HEI requires lot-by-lot evaluations, which fail to take into account secondary impact of development and has resulted in the loss of valuable habitat. The Tier System in Goal 105 is designed to move Monroe County away from the existing HEI. Implementation of Goal 105 requires that the existing HEI be eliminated or revised. Task G of Year Eight of the Work Program requires Monroe County to "amend land development regulations to prohibit the designation of [CNA] (Tier 1) as a receiver site for ROGO exempt development from sender sites; and to further limit clearing of upland native habitat that may occur in the [CNA] (Tier I) and the Transition and Sprawl Reduction Area (Tier II) upon designation by the County." Petitioners contend that Task G is arbitrary and capricious and contravenes the law implemented because it fails to permanently protect even that habitat which Monroe County claims is most important to protect, allows the geographic scope of the contemplated rules to be defined in the future without stated criteria or standards, and allows an unnecessary delay in the adoption of protections which the data and legal requirements demonstrate should have been adopted two years earlier. Task G is intended to strengthen protection of habitat by adopting land development regulations to prohibit development in specified areas and to further limit clearing in designated areas. Goal 105, specifically, provides guidance as to the standards that such regulations must follow in Policy 105.2.1 of the Monroe County Comprehensive Plan. Petitioners contend that Task K of Year Eight of the Work Program requiring Monroe County to ensure the connection for up to 1,350 units at Stock Island to Key West Resort Utilities, is arbitrary and capricious and contravenes the law implemented. Petitioners charge that the requirement in the proposed rule is vague and could be met by simply connecting one home to the referenced wastewater utility to remedy a documented, serious water quality problem. When the purpose of Task K is considered, the reasonable meaning of the provision is that the task requires that Monroe County connect approximately 1,350 units to the designated facility. Petitioners contend that Task M of Year Eight of the Work Program, which requires Monroe County to "complete projects identified in the Stormwater Management Master Plan," is arbitrary and capricious and contravenes the law implemented. In support of this contention, Petitioners assert that the Proposed Rule does not identify the name or number of stormwater projects that are to be completed. Petitioners argue that by referring only to "projects," without specifying the name or number of the projects to be completed, the Proposed Rule may require that only a minimum of two projects be completed. The reasonable interpretation of Task M is that Monroe County is required to complete all the remaining projects identified in the Stormwater Management Master Plan. This meaning is supported by a review of related tasks in the previous years of the Work Program. For example, Year Six of the Work Program required Monroe County and other designated agencies to "initiate construction of selected projects as identified in the Stormwater Management Master Plan." Year Seven of the Work Program required that Monroe County and other agencies "continue implementing selected projects identified in the Stormwater Management Master Plan." Petitioners contend that Task P in Year Eight of the Work Program, which requires Monroe County to "provide up to $10 million in bond financing from the Tourist Impact Tax for acquisition of land for workforce housing and affordable housing sites," is arbitrary and capricious and contravenes the law implemented. As a basis for this contention, Petitioners claim that Task P sets a vague requirement which could be met by simply providing $1.00 in bond financing to provide a need which the State and Monroe County claim is important enough to justify the permitting increase allowed by Proposed Rules 28-18.210 and 28-20.110. Contrary to Petitioners' assertions, the requirement to provide $10 million in bond financing could not be met by providing $1.00 in bond financing. The $10 million figure represents the approximate amount of bond financing that will be provided. For the reasons stated above, it is not possible to include an exact amount in this Work Program requirement. The Work Program for Year Nine provides that the following tasks be done between July 13, 2005, through July 12, 2006: In coordination with the Florida Key Aquaduct Authority and Key Largo Sewer District, initiate the process to obtain $80 million in bond financing secured by connection fees. Secure site for lower Keys and Key Largo wastewater facilities. Petitioners contend that Task A for Year Nine for the Work Program, which requires that Monroe County, "in coordination with the Florida Keys Aqueduct Authority and the Key Largo Sewer District, initiate the process to obtain $80 million in bond financing secured by connection fees," is arbitrary and capricious and contravenes the law implemented. Petitioners contend that Task A, which requires that Monroe County only "initiate" the process necessary to obtain the required bond financing, and does not require that the funds be secured and dedicated to actual improvements, delays funding to remedy a critical water quality problem. The reasonable meaning of the provision in Task A, that Monroe County will initiate the process to obtain "80 million in bond financing secured by connection fees," is that Monroe County will take all steps legally necessary to accomplish obtaining the bond financing. Petitioners contend that Task B of Year Nine of the Work Program, which requires Monroe County to "secure a site for lower Keys and Key Largo wastewater facilities," is arbitrary and capricious and contravenes the law implemented, because it delays an important remedy to a critical water quality problem. Task B reasonably requires that one of the first steps that must be taken prior to constructing any wastewater facility is to secure a site. Irrespective of the need for the wastewater facilities specified in Task B, unless a site is secured, no construction can occur. Proposed Rule 28-20.110(1), which amends Policy of the Monroe County Comprehensive Plan by adding Year Ten to the Work Program, provides the following: Year Ten (July 13, 2006 through July 12, 2007) Award Contract for design, construction, and operation of lower Keys and Key Largo wastewater facilities. Begin construction of the lower Keys and Key Largo wastewater plants. Initiate connections to lower keys and Key Largo wastewater systems. Complete construction and hookups for Bay Point, Conch Key and Key Largo Trailer Village/Key Largo Park. Obtain $80M in bond financing secured by connection fees Petitioners contend that Task A, which requires Monroe County to award a contract for design, construction, and operation of the lower Florida Keys and Key Largo wastewater facilities, is arbitrary and capricious and contravenes the law implemented, because it delays an important remedy to a critical water quality problem. Petitioners also contend that Task D, which requires that construction and hookups for specified areas be completed, and Task E, which requires Monroe County to obtain $80 million in bond financing secured by connection fees, are arbitrary and capricious and contravene the law implemented. That Tasks A, D, and E are required to be completed in Year Ten of the Work Program, between July 13, 2006, and July 12, 2007, is reasonable in view of the steps that must be taken prior to completing the responsibilities provided in those tasks. Petitioners contend that Task B, which requires Monroe County to "begin construction of the lower Florida Keys and Key Largo Trailer Village/Key Largo Park wastewater plants" between July 13, 2006, and July 12, 2007, is arbitrary and capricious and contravenes the law implemented. Petitioners assert that this portion of Proposed Rule 28-20.110 delays an important remedy to a critical water quality problem and does not require the completion of construction or the hookup and operation of the necessary facility. Task B of the Work Program, to begin construction of the lower Florida Keys and Key Largo wastewater plants, reasonably and logically follows the task in the preceding work year that required Monroe County to secure a site for the lower Florida Keys and Key Largo wastewater facilities. Given this chronology, it is reasonable that Task B does not require that the specified wastewater facilities be completed and fully operational the same year that construction begins. Petitioners contend that Task C of Year Ten of the Work Program, which requires Monroe County and Largo Sewer District to "initiate connections to lower Keys and Key Largo wastewater systems," is arbitrary and capricious and contravenes the law implemented. As a basis for this contention, Petitioners assert that Task C does not require the completion of connections and operation of the system, but requires only the undefined "initiation" of connections. Task C, which requires Monroe County to "initiate connections" to the lower Florida Keys and Key Largo wastewater facilities, is not arbitrary and capricious. Given the purpose of this task, this provision reasonably requires Monroe County to begin connecting units to the wastewater facilities. Even without a precise number, the reviewing agencies can evaluate the Work Program for Year Ten, including Task C, and determine if Monroe County has made substantial progress. City of Marathon Work Program Under Proposed Rules Proposed Rule 28-18.210 adds Year Eight and Year Nine to the existing Work Program in Policy 101.2.14 of the Marathon Comprehensive Plan. The tasks in the Work Program, many of which implement the Partnership Agreement, include tasks related to the construction of wastewater facilities, affordable housing, and hurricane evacuation. Year Eight of the Work Program of the Marathon Comprehensive Plan include, in relevant, part the following tasks: Year Eight (July 12, 2004 through July 12, 2005) Begin construction of wastewater collection lines for Little Venice Phase II by December 2004. Work with the Florida Keys Aqueduct Authority to initiate bond financing for citywide sewer facilities and to develop a schedule of events necessary to initiate process by December 2004. Develop and advertise a Request for Proposal for the design, construction, operation of Marathon Central Wastewater System by December 2004. Obtain necessary bond financing (60% of projected sewer cost) secured by connection fees by December 2004. Award contract for design, construction and operation of Marathon Central Wastewater System by December 2004. By January 2005, identify potential acquisition sites for affordable work force housing. Establish a partnership with non- profit organizations in order to construct affordable housing using additional state funds. Evaluate strategies to increase the time that affordable housing remains affordable; establish a maximum sales price for work force housing and establish a ceiling on down payments that are not subsidized by public programs; and amend comprehensive plan and/or land development regulations. * * * Develop a map or list of real estate numbers of lots containing environmentally sensitive lands in need of acquisition and submit to the Department of Community Affairs by July 2004. Assist the state in land acquisition efforts by establishing a land acquisition advisory committee to prioritize proposed acquisitions by July 2004. Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and thereby reduce potential loss of life from hurricanes. Year Nine of the Work Program of the Marathon Comprehensive Plan includes in relevant part the following tasks: Year Nine (July 13, 2005 through July 12, 2006) Begin construction of Phase I of Marathon Central Wastewater System by January 2006. Evaluate wastewater master plan and indicate areas, if any, that will not receive central sewer. For any area that will not be served by central sewer, develop a septic tank inspection program and begin implementation of the program by September 2005. * * * E. Develop and implement a Building Permit Allocation System that discourages and limits development in environmentally sensitive areas within the proposed Marathon comprehensive plan by July 2005. Petitioners contend that Proposed Rule 28-18.210(1), which establishes the Work Program for Years Eight and Nine, is arbitrary and capricious and contravenes the law implemented, because it fails to adopt regulation and plan changes, or requires same, to protect terrestrial habitat to the extent shown necessary in the Carrying Capacity Study. The mere fact that the proposed Work Plan for Years Eight and Nine of the Marathon Comprehensive Plan does not address habitat protection, does not make those provisions arbitrary or capricious. Neither does it mean that they contravene law. In this case, it reflects that the Work Plan emphasizes other issues relevant to the City of Marathon Comprehensive Plan. Siting Utilities and Public Facilities The siting of public facilities in Monroe County is governed by existing Policy 101.12.4 in the Monroe County Comprehensive Plan. According to that policy, Monroe County requires that an "analyses be undertaken prior to finalizing plans for the siting of any new or significant expansion (greater than 25 percent) of any existing public facility," and that the analyses include "an assessment of needs, evaluation of alternative sites and design alternatives for the selected sites and assessment of direct and secondary impacts on surrounding land uses and natural resources." With regard to the assessment impacts on surrounding land uses and natural resources, existing Policy 101.12.4 provides the following: The assessment of impacts on surrounding land uses and natural resources will evaluate the extent to which the proposed public facility involves public expenditures in the coastal high hazard area and within environmentally sensitive areas, including disturbed salt marsh and buttonwood wetlands, undisturbed beach berm areas, units of the coastal barrier resources system, undisturbed uplands (particularly high quality hammock and pinelands), habitats of species considered to be threatened or endangered by the state and/or federal governments, consistent with 105.2.1 offshore islands, and Conservation Land Protection Areas. Proposed Rule 28-20.110(2) amends existing Policy 101.12.4, which deletes the term "Conservation Land Protection Areas" from the category of areas included as environmentally sensitive areas, as quoted above, and replaces it with the term, "Natural Areas (Tier I)." Proposed Rule 28-20.110(2) also adds the following provision to existing Policy 101.12.4. Except for passive recreational facilities on publicly owned land, no new public community or utility facility other than water distribution and sewer collection lines or lift stations, and the existing Key Largo Wastewater Treatment Facility, shall be allowed within the Natural Areas (Tier I) unless it can be accomplished without clearing of hammock or pinelands. Exceptions to this requirement may be made to protect the public health, safety and welfare, if all the following criteria are met: No reasonable alternatives exist to the proposed location; and The proposed location is approved by a super-majority of the Board of County Commissioners. Petitioners contend that Proposed Rule 28-20.110(2), discussed above, is arbitrary and capricious and contravenes the law implemented. Petitioners assert that the Proposed Rule allows the siting of public facilities in terrestrial habitats (CNA or Tier I) and also allows water distribution and sewer collection lines or lift stations to be built as a matter of right in a CNA or Tier I, contrary to the findings of the Carrying Capacity Study. Petitioners also contend that the provision in the Proposed Rule, discussed above, is vague, because it refers to the term "natural areas," but is intended to mean CNAs. In the recent past, a decision to site a sewage treatment facility in an environmentally sensitive hammock elicited considerable controversy. Ultimately, Monroe County and the DCA agreed that public facilities should not be located on environmentally sensitive land. The proposed change to Policy 101.12.4 strengthens the policy by requiring approval of a super majority of the Monroe County Board of County Commissioners (County Commission) for an exemption. This also adds specificity to the policy and provides more protection for natural areas and, thus, improves protection of environmentally- sensitive habitat. Contrary to Petitioners' assertion, the term "natural area" is not vague. The Monroe County Comprehensive Plan currently includes Goal 105, which describes a detailed land classification system. "Natural Area (Tier I)" represents natural areas that can be targeted for acquisition and is an updated term. On the other hand, the term "Conservation Land Protection Areas" refers to lands targeted for acquisition by federal and state agencies. ROGO Exemption for Public Facilities Both Monroe County and Marathon have a "Rate of Growth Ordinance," also known as ROGO. A site proposed for development is ranked based on the environmental sensitivity of the property and receives negative points for greater environmental sensitivity. A site proposed for development can also receive positive points for such things as providing its own water system or elevation above the minimum flood insurance elevation. Monroe County and the City of Marathon award their annual allocation of development permits to the top-scoring sites. Proposed Rule 28-20.110 will make several modifications to the ROGO point allocation system in the Monroe County Comprehensive Plan. Existing Policy 101.3.4 of the Monroe County Comprehensive Plan provides that "public facilities shall be exempted from the requirements of the Permit Allocation System for new non-residential development." The existing policy also provides that certain development activity by enumerated federally tax-exempt, not-for-profit organizations "may be exempted from the Permit Allocation System by the County Commission after review by the Planning Commission upon a finding that such activity will predominantly serve the County's non- transient population." Proposed Rule 28-20.110(3) amends existing Policy 101.3.4 by requiring that the County Commission make an additional finding as a condition of exempting certain development activity by certain federally tax-exempt not-for- profit organizations from the Permit Allocation System. Pursuant to the proposed rule, the County Commission must also find that the "development activity is not planned within an area proposed for acquisition by governmental agencies for the purpose of resource protection." Petitioners contend that the provision of Proposed Rule 28-20.110(3), discussed above, is arbitrary and capricious and contravenes the law implemented in that the development activities of the federally tax-exempt, not-for-profit organizations covered by the proposed rule allows development activity on some environmentally-sensitive areas and is inconsistent with the Carrying Capacity Study. Existing Policy 101.3.4 allows development activity by not-for-profit organizations without a permit allocation because such development does not include overnight accommodations which might impact hurricane evacuation. Since a permit allocation was not necessary, such development was not affected by the negative points awarded for development in an area proposed for acquisition for resource protection. However, some not-for- profit organizations proposed development in environmentally- sensitive areas. The proposed change will prevent ROGO-exempt development on such lands and improve the protection of environmentally-sensitive habitat. Lot Aggregation Existing Policy 101.5.4, of the Monroe County Comprehensive Plan addresses the issue of lot aggregation and provides that "points shall be assigned to Allocation Applications for proposed dwelling units, which include a voluntary reduction of density permitted as of right within subdivisions (residential units per legally platted, buildable lots) by aggregating vacant, legally platted, buildable lots." This policy sought to reduce density within subdivisions by awarding or assigning positive points to applicants who aggregated two or more contiguous, vacant, legally buildable lots. The existing policy motivated and allowed applicants to purchase any contiguous property in order to be awarded additional points and, thus, increased their chances of receiving an allocation, even if the lots were in areas targeted for public acquisition for resource protection. Proposed Rule 28-20.110(4) amends Policy 101.5.4, Subsection 3, by prohibiting the awarding of points to Allocation Applications "for lot aggregation within those areas proposed for acquisition by public agencies for the purpose of resource protection." Petitioners assert that the proposed rule is arbitrary and capricious and contravenes the law implemented because it fails to adequately protect terrestrial habitat to the extent shown necessary in the Carrying Capacity Study. The basis of Petitioners' assertion is that under Proposed Rule 28-20.110(4), an applicant can get positive points for aggregating habitat, if the area is not proposed for acquisition by public agencies for the purpose of resource protection. Proposed Rule 28-20.110(4) will direct applicants seeking to be awarded additional points for "lot aggregation away from areas proposed for acquisition by public agencies for resource protection and, thereby, improve protection of terrestrial habitat. Clearing of Native Vegetation Existing Policy 205.2.7 of the Monroe County Comprehensive Plan provides that the "clearing of native vegetation shall be limited to the immediate development area." Under the existing policy, an applicant with aggregated lots would demand to clear a portion of both lots, so that a large portion of all of the lots would be cleared. Proposed Rule 28-20.110 amends existing Policy 205.27.7 by adding the following provision relating to the clearing of vegetation areas where Allocation Applications have received points for lot aggregation: For applications that receive points for lot aggregation under the Permit Allocation System for residential development, clearing of vegetation shall be limited to the open space ratios in Policy 205.2.6 or 5,000 square feet, whichever is less. The clearing of vegetation for ROGO applications that receive points for lot aggregation is also addressed in Proposed Rules 28-20.120(4), which adds a new provision, Regulation 9.5-347(e), to the Monroe County Land Development Regulations. That new provision is as follows: Section 9.5-347 (e) Lot Aggregation and Clearing: For ROGO applications that receive points for lot aggregation under Section 9.5-122.3 (a)(3), clearing of vegetation shall be limited to the open space ratios in paragraph (b) above or five-thousand (5,000) square feet, whichever is less. Petitioners contend that Proposed Rules 28-20.110(b) and 28-20.120(4) are arbitrary and capricious and contravene the law implemented, because they do not prohibit clearing of aggregated lots and are inconsistent with the Principles Guiding Development and with the Carrying Capacity Study. Notwithstanding Petitioners' assertions, even though the proposed rules do not prohibit all clearing of native vegetation, they will limit the amount of clearing for applicants who receive a ROGO allocation based upon lot aggregation. Under Proposed Rule 28-20.120(4), the clearing will be limited to an amount necessary to construct a reasonably-sized house. Technical Coordination Letter Proposed Rule 28-20.110(5), which will add a new policy, Policy 101.5.11, to the Monroe County Comprehensive Plan, provides the following: If not listed in the document "Parcels Not Located in Threatened and Endangered Species Habitat and Not Subject to FWS Consultation", or involving minor development activity exempted by the U.S. Fish and Wildlife Service (USFWS)", any application for a ROGO or NROGO allocation shall contain a technical coordination letter from the USFWS. The County shall consider the recommendations of the USFWS's technical coordination letter in the issuance of the subject permit, except that if a low-effect habitat conservation plan is required by USFWS, the mitigation requirements of that plan shall be incorporated in the conditions of the permit. As a result of federal litigation, the U.S. Fish and Wildlife Service ("USFWS") created a list of "Parcels Not Located in Threatened and Endangered Species Habitat and Not Subject to FWS Consultation." Monroe County and the DCA have developed the practice of requiring a technical coordination letter from the USFWS for development on parcels that are not on that list or are not otherwise exempt from USFWS review. Proposed Rule 28-20.110(5) incorporates into the Monroe County Comprehensive Plan a current practice that resulted from federal litigation. Monroe County Land Development Regulation 9.5-120 Proposed Rule 28-20.120(1) adds the phrase "species of special concern" to the following terms defined in Section 9.5-120(b) of the Monroe County Land Development Regulation as shown by the underlining: (1) "Known habitat of threatened/endangered animal species or species of special concern"; (2) "Potential habitat of threatened/endangered animal species" or species of special concern; and (3) Wide-ranging threatened/endangered animal species or species of special concern. This proposed change will conform the land development regulations to the Monroe County Comprehensive Plan by expanding the list of species that result in negative points under the Permit Allocation System to include "species of special concern." Existing Regulation 9.5-120(b) includes in the definitions of "known habitat of threatened/endangered animal species" and "potential habitat of threatened/endangered species" the sentence, "The county's threatened and endangered species maps shall constitute prima facie evidence of the species unless determined otherwise by the director of environmental resources." The definition of "wide-ranging threatened/endangered animal species" includes the sentence, "The county's threatened and endangered species maps shall constitute prima facie evidence of wide-ranging threatened or endangered species unless determined otherwise by the director of environmental resources."8 Proposed Rule 28-20.120(1) amends Section 9.5-120(b) by deleting the phrase, "unless determined otherwise by the director of environmental resources" from the sentences quoted above. Proposed Rule 28-20.120(1)(a) adds the following provision to the section of Regulation 9.5-120, which defines the term "known habitat of threatened/endangered species or species of special concern": (1) . . . The county's threatened and endangered species maps shall constitute prima facie evidence of the species. Within areas designated for public acquisition for the purposes of resource protection, any threatened, endangered or species of special concern species observed on site while conducting a habitat evaluation shall be noted on the adopted Threatened and Endangered Species Maps. Such observations noted while conducting a habitat evaluation by County Staff Biologists, consultants certified by the County, conducting habitat evaluations, or state or federal agency representatives conducting field inspections shall also constitute evidence of species. Petitioners contend that the portion of Proposed Rule 28-20.120(1)(a), quoted above, is arbitrary and capricious. Petitioners assert that the Proposed Rule fails to account for potential observations of "known habitat of threatened/endangered animal species" on parcels that are not within "areas designated for public acquisition for purposes of resource protection." Also, Petitioners assert that the Proposed Rule limits observations of species required to be noted on the adopted threatened and endangered species maps to consultants or scientists on the parcel specifically to conduct an HEI analysis and fails to require field verification of the parcel. Proposed Rule 28.20.120(1)(a) will expand the circumstances in which observations of listed species will cause modification of the adopted threatened and endangered species maps. Under the present land development regulations, Monroe County modified the maps only if a county staff biologist observed a listed species and did not take into account other professional observations. Monroe County Land Development Regulation 9.5-122.3 Regulation 9.5-122.3(a)(8) of the Monroe County Land Development Regulations establishes and assigns evaluation criteria and point assignment for applications for proposed dwelling units in Monroe County. The existing regulation requires that negative points be assigned to applications that propose a dwelling unit within a "known habitat of a documented threatened/endangered species" and a "potential habitat of threatened/endangered species." Proposed Rule 28-20.120(2) adds the following language to Section 9.5-122.3.(a)(8),9 as shown by the underlined provisions: Point Assignment: Criteria: -10 An application which proposes a dwelling unit within a known habitat of a threatened/endangered species or a species of special concern. For species of special concern, negative points shall only be applied to areas designated for public acquisition for the purpose of resource protection. -5 An application which proposes a dwelling unit within a potential habitat of a threatened/endangered species or a species of special concern. For species of special concern, negative points shall only be applied to areas designated for public acquisition purposes of resource protection. Regulation 9.5-1223.(a)(8), as amended, adds "species of special concern" to the species covered by the existing regulation. Also, the amended regulation requires that negative points be assigned to applications that propose dwelling units in a habitat of a species of special concern, if the area is designated for public acquisition for purposes of resource protection. Petitioners contend that Proposed Rule 28-20.120(2), which amends Regulation 9.5-122.3(a)(8), is arbitrary and capricious. As a basis for this contention, Petitioners assert that even though the Proposed Rule increases situations where an application is awarded negative points, it decreases protection of habitat by limiting the negative point award only to habitat of special concern that have been designated for public acquisition. Proposed Rule 28-20.120(2) increases situations in which an application will be awarded negative points by adding "species of special concern" to the species covered by Regulation 9.5-122.3(a)(8). By awarding negative points as provided in the proposed rule, there is increased protection of habitat for species of special concern. Monroe County Land Development Regulation 9.5-336 Proposed Rule 28-20.120(3) amends Section 9.5-336(b) of the Monroe County Land Development Regulations as follows: (b) Review and Amendment: The existing conditions map may be refined to reflect conditions legally in existence on February 28, 1986. Such refinements shall be made pursuant to the procedures for typographical and drafting errors in section 9.5-511(e). The existing conditions map as referenced throughout this chapter is intended only to serve as a general guide to habitat types for the purpose of preliminary determination of regulatory requirements. The county biologist shall make the final determination of habitat type based upon field verification, except that existing conditions that reflect disturbed with hammock shall be classified as a low quality hammock. Unlawful conditions shall not be recognized when determining regulatory requirements. Petitioners contend that Proposed Rule 28-20.120(3) is arbitrary and capricious and contravenes the law implemented because it does not protect all habitat. The existing conditions map was prepared in the 1980s. Many of the sites designated on the map as "disturbed with hammock" have re-vegetated since then. The proposed change will protect those sites by requiring clustering away from the hammock and by controlling the amount of allowed clearing. Hurricane Evacuation Monroe County and Marathon face a unique hurricane evacuation challenge. There is only one road out of the Florida Keys, and everyone must use that road to evacuate. For a Category 3 or greater hurricane, all areas of the Florida Keys must be evacuated because of the low elevations, the vulnerability to storm surge, and the logistics of post-disaster recovery. The Monroe County Comprehensive Plan and the Marathon Comprehensive Plan currently state that each ". . . shall reduce hurricane evacuation clearance times to 24 hours by the year 2010." The 24-hour standard was adopted by the Administration Commission at the conclusion of prior litigation over the Monroe County Comprehensive Plan. The term "hurricane evacuation clearance time" refers to the time that the emergency managers must call the evacuation before the arrival of tropical storm force winds. Hurricane evacuation clearance time includes both the time for citizens to mobilize (i.e., get their affairs in order, shelter their houses, take care of their belongings), and the time to evacuate the vehicles from the roadway. Tropical storm force winds typically arrive eight to 12 hours before the eye of the storm. In order to achieve a 24-hour hurricane evacuation clearance time, emergency managers must call the evacuation 32 to 36 hours before the arrival of the eye. The DCA contracted with Miller Consulting, Inc., to create a computer model to estimate the actual hurricane evacuation clearance time for the Florida Keys. The Miller model provides the best available data and analysis for estimating the clearance time. The latest run of the Miller model performed by the DCA using 2000 Census data, supplemented with development permit data up to August 2004, provides the best estimate of clearance time. This run of the Miller model estimates a hurricane evacuation time of 23 hours and 56 minutes to reach the beginning of the Homestead Extension of the Florida Turnpike on the mainland, and 24 hours and 48 minutes to reach the hurricane shelter at Florida International University ("FIU"). The beginning of the Florida Turnpike in Florida City is the appropriate endpoint for hurricane evacuation clearance time estimates. Florida City is a point of relative safety outside of the Category 3 vulnerability zone. Florida City is also the point of dispersal for the Florida Keys, where evacuees disperse to any number of destinations, such as South Dade, the FIU shelter, or a hotel in Orlando. The Miller model estimates that if those permit allocations are restored and the annual allocation is increased as described above, the hurricane evacuation clearance time next year will be 24 hours and four minutes. This exceeds the 24-hour standard adopted by the Administration Commission. Proposed Rule 28-20.110 adds the following requirement to Year Eight of the Work Program in Policy 101.2.13 of the Monroe County Comprehensive Plan and Policy 101.2.12 of the Marathon Comprehensive Plan: "Complete a comprehensive analysis of hurricane evacuation issues in the Florida Keys and develop strategies to reduce actual hurricane clearance times and thereby reduce potential loss of life from hurricanes." The Florida Keys' local governments have begun the comprehensive analysis of hurricane evacuation issues by convening a workgroup comprised of local government-elected officials and staffed by the DCA. The hurricane workgroup is considering alternative strategies to reduce clearance times, such as constructing an additional outbound lane, using transportation system management to create a temporary outbound lane, updating the assumptions for the Miller model, reducing transient occupancy, or calling the evacuation earlier. The working group must develop a strategy that balances or accommodates development and also addresses hurricane clearance times. The hurricane workgroup must do much more than simply squeeze a few more minutes out of the Miller model. There are currently 13,000 to 14,000 vacant platted lots in the Florida Keys, which must be allowed to develop or must be purchased by government. On average, 3,000 dwelling units generates about one hour of clearance time. As an example, if 8,000 or so lots were purchased for habitat protection, then two more hours of clearance time will be needed to accommodate the remaining 5,000 or 6,000 lots. The hurricane workgroup must develop a strategy to handle the amount of development permitting that can be expected and a program to acquire the balance of the vacant lots. Affordable and Workforce Housing There is an affordable housing crisis in the Florida Keys. The geography of the Florida Keys hinders the ability of working families in the Florida Keys to find affordable housing. Unlike other expensive areas, such as Boca Raton, working families cannot find affordable housing nearby; the nearest area where housing prices are affordable is the mainland in Dade County. From 1999 to 2003, there were 693 allocations for affordable housing units in the Florida Keys. This amount includes all the allocations for affordable housing units for that time period, even those allocations for which affordable housing units were not constructed. The number of affordable housing allocations issued from 1999 to 2003 and the number being issued under the existing Comprehensive Plans of Monroe County and the City of Marathon, are not sufficient to address the need for affordable housing. The Partnership Agreements recognize and address the affordable housing shortfall by increasing the number of annual affordable housing allocations, restoring residential allocations lost in previous years, and providing funding for the acquisition of land and the construction of workforce housing. As discussed above, Proposed Rule 28-20.110 implements the provisions of the Partnership Agreement by amending the Monroe County Comprehensive Plan as follows: increasing the number of annual affordable housing allocations from 32 to 71; (2) reallocating 140 unused allocations to affordable housing; and (3) requiring that the affordable housing remain affordable in perpetuity. Additionally, as specified in paragraph 60, the Work Program in Proposed Rule 28-20.110 requires Monroe County to complete tasks which will be an improvement of the affordable housing situation in Monroe County. As discussed above, Proposed Rule 28-18.210 implements the Partnership Agreement by amending the City of Marathon Comprehensive Plan as follows: (1) increases the overall number, though not the percentage, of allocations for affordable housing to six; (2) restoring 65 unused allocations for affordable housing; and (3) requiring that the affordable housing remain affordable in perpetuity. Also, as specified in paragraph 101, Proposed Rule 28-18.210 requires the City of Marathon to complete tasks that will result in improving the affordable housing issues in the City of Marathon. Proposed Rules 28-20.110 and 28-18.210 only partially address the affordable housing shortage in the Florida Keys. Nonetheless, the proposed amendments to the Comprehensive Plans of Monroe County and the City of Marathon will improve the current affordable housing shortage by increasing the number of affordable houses and providing the financial resources to make that more likely to occur. The Principles Guiding Development Subsection 380.0552(7), Florida Statutes (2004), provides in relevant part: PRINCIPLES FOR GUIDING DEVELOPMENT.- -State, regional, and local agencies and units of government in the Florida Keys Area shall coordinate their plans and conduct their programs and regulatory activities consistent with the principles for guiding development . . . . For the purposes of reviewing consistency of the adopted plan or any amendments to that plan with the principles for guiding development and any amendments to the principles, the principles shall be construed as a whole and no specific provision shall be construed or applied in isolation from the other provisions. . . . [T]he following shall be the principles with which any plan amendments must be consistent: To strengthen local government capabilities for managing land use and development so that local government is able to achieve these objectives without the continuation of the area of critical state concern designation. To protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife, and their habitat. To protect upland resources, tropical biological communities, freshwater wetlands, native tropical vegetation (for example, hardwood hammocks and pinelands), dune ridges and beaches, wildlife, and their habitat. To ensure the maximum well-being of the Florida Keys and its citizens through sound economic development. To limit the adverse impacts of development on the quality of water throughout the Florida Keys. To enhance natural scenic resources, promote the aesthetic benefits of the natural environment, and ensure that development is compatible with the unique historic character of the Florida Keys. To protect the historical heritage of the Florida Keys. To protect the value, efficiency, cost-effectiveness, and amortized life of existing and proposed major public investments, including: The Florida Keys Aqueduct and water supply facilities; Sewage collection and disposal facilities; Solid waste collection and disposal facilities; Key West Naval Air Station and other military facilities; Transportation facilities; Federal parks, wildlife refuges, and marine sanctuaries; State parks, recreation facilities, aquatic preserves, and other publicly owned properties; City electric service and the Florida Keys Electric Co-op; and Other utilities, as appropriate. To limit the adverse impacts of public investments on the environmental resources of the Florida Keys. To make available adequate affordable housing for all sectors of the population of the Florida Keys. To provide adequate alternatives for the protection of public safety and welfare in the event of a natural or manmade disaster and for a post-disaster reconstruction plan. To protect the public health, safety, and welfare of the citizens of the Florida Keys and maintain the Florida Keys as a unique Florida resource. In determining whether the Proposed Rules are consistent with the principles, the principles should be considered as a whole. No specific provision should be construed or applied in isolation from other provisions. Ability to Manage Land Use and Development Principle A, set forth in Subsection 380.0552(7)(a), Florida Statutes, is "to strengthen local government capabilities for managing land use and development so that local government is able to achieve these objectives without the continuation of the area of critical state concern designation." Monroe County and the City of Marathon have evidenced a willingness and commitment to provide the funding required to meet the objectives of the Principles Guiding Development. Both local governments have included in the Proposed Rules tasks which reflect their understanding of the need to provide critical facilities, such as wastewater treatment facilities. While the need for such facilities has previously been acknowledged, the Proposed Rules provide a specific source of revenue to provide the needed facilities. Moreover, with regard to Monroe County, the proposed rules/regulations at issue in this proceeding strengthen the environmental protections measures in the Comprehensive Plans while allowing reasonable development. The proposed rules for Monroe County and the City of Marathon are consistent with Principle A. Environmental Issues Subsections 380.0552(7)(b), (c), and (e), Florida Statutes, are principles which require consideration of the impacts on the environment of the Florida Keys. Principle B is "to protect shoreline and marine resources, including mangroves, coral reef formations, seagrass beds, wetlands, fish and wildlife and their habitat." Principle C is "to protect upland resources, tropical biological communities, freshwater wetlands, native tropical vegetation (for example, hardwood hammocks and pinelands), dune ridges and beaches, wildlife and their habitat." Principle E is "to limit the adverse impacts of development on the water quality of water throughout the Florida Keys." Principle I is "to limit the adverse impacts of public investments on the environmental resources of the Florida Keys." The Proposed Rules of Monroe County and the City of Marathon include amendments to the Work Program which provide significant funding for sewage treatment systems that will enhance the protection of the shoreline and marine resources. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle B. The Proposed Rules of Monroe County improve protection of terrestrial habitat, limit clearing of native vegetation, and provide safeguards to ensure that parcels in threatened and endangered species habitat are protected. The proposed rules of Monroe County are consistent with Principle C. The portions of the Proposed Rules of the City of Marathon that are the subject of this proceeding do not specifically address Principle C. However, the Proposed Rules of the City of Marathon are not inconsistent with Principle C. Accordingly, the proposed rules of the City of Marathon are consistent with Principle C. The Proposed Rules of Monroe County and the City of Marathon limit the adverse impacts of development on the quality of water throughout the Florida Keys by the funding commitments that will hasten the construction of the sewage treatment facilities. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle E. The Proposed Rules do not encourage any public investment that would have an adverse impact on environmental resources. To the contrary, the Monroe County and the City of Marathon Proposed Rules provide for public investments in waste water improvements that are accelerated. Also, the Monroe County Proposed Rules prevent the construction of public facilities within a hammock area. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle I. Economic Development Principle D in Subsection 380.0552(7)(d), Florida Statutes, is "to ensure the maximum well-being of the Florida Keys and its citizens through sound economic development. The basis of the Florida Keys' economy is tourism, which is attracted by a clean and healthy environment. The increased protection of water quality that should be achieved by the hastened construction of sewage treatment facilities and the improved protection of habitat will strengthen the economy of the Florida Keys and provide the basis for a sound economic development. Also, the Proposed Rules balance environmental protection with property rights. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle D. Historical Character and Heritage Principle F in Subsection 380.0552(7)(f), Florida Statutes, is "to enhance natural and scenic resources, promote the aesthetic benefits of the natural environment and ensure that development is compatible with the unique historic character of the Florida Keys." Principle G in Subsection 380.0552(7)(g), Florida Statutes, is "to protect the historical heritage of the Florida Keys." The Proposed Rules of Monroe County and the City of Marathon will have little or no impact on the historic character and historical heritage of the Florida Keys. Thus, the Proposed Rules do no harm to either the historic character or historical heritage of Monroe County or the City of Marathon. Public Investments Principle H in Subsection 380.0552(7)(h), Florida Statutes, is "to protect the value, efficiency, cost- effectiveness, and amortized life of existing and proposed major life investments," including: The Florida Keys Aqueduct and water supply facilities; Sewage collection and disposal facilities; Solid waste collection and disposal facilities; Key West Naval Air Station and other military facilities; Transportation facilities; Federal parks, wildlife refuges, and marine sanctuaries; State parks, recreation facilities, aquatic preserves, and other publicly owned properties; City electric service and the Florida Keys Electric Co-op; and Other utilities, as appropriate. . . . The Proposed Rules of Monroe County and the City of Marathon do nothing to undermine the value, efficiency, cost- effectiveness or amortized life of existing major investments. Rather, the Proposed Rules will result in funding and timely construction of the major sewage and disposal facilities that are already contemplated by Monroe County and the City of Marathon's existing Comprehensive Plans. Affordable Housing Principle J in Subsection 380.0552(7)(j), Florida Statutes, is "to make available adequate affordable housing for all sectors of the population of the Florida Keys." The Proposed Rules include a one-time allocation of 165 permits for affordable housing in Monroe County and 65 permits for affordable housing in Marathon. The Proposed Rules will require all future affordable housing to remain as affordable in perpetuity, rather for a limited time frame. The Propose Rules are consistent with Principle J. Natural or Man-made Disaster and Post-Disaster Relief Principle K in Subsection 380.0552(7)(k), Florida Statutes, is "to provide adequate alternatives for the protection of public safety and welfare in the event of a natural disaster or man[-]made disaster and for a post[-]disaster reconstruction plan." The Proposed Rules require officials of Monroe County and the City of Marathon to participate with other Florida Keys' local governments in a comprehensive analysis of hurricane evacuation issues. The Proposed Rules are consistent with Principle K. Health, Safety, and Welfare of Citizens and Maintenance of Florida Keys as Unique Resource Principle L in Subsection 380.0552(7)(l), Florida Statutes, is "to protect the health, safety, and welfare of the citizens of the Florida Keys and maintain the Florida Keys as a unique Florida resource." The Proposed Rules of Monroe County include provisions that increase protection of upland habitat and require a moratorium on ROGO/NROGO applications in hammocks and pinelands, revisions to the CNA maps, and amendments to the land development regulations. The Proposed Rules for Monroe County and the City of Marathon will improve the water quality by providing funding for and hastening the construction of sewage treatment facilities. The Proposed Rules of Monroe County and the City of Marathon will provide more permit allocations for affordable housing, require Monroe County to approve bond funding for the construction of affordable housing, and provide that all future affordable housing remain affordable in perpetuity. Also, the Proposed Rules require Monroe County and the City of Marathon to participate in a Florida Keys wide analysis and solution to the hurricane evacuation problem. The Proposed Rules of Monroe County and the City of Marathon further the objective of and are consistent with Principle K. The Proposed Rules of Monroe County and the City of Marathon are consistent with Principle L.
The Issue The issues to be determined in this case are whether Petitioner is entitled to an environmental resource permit and modified sovereignty submerged land lease for the construction of commercial marinas and related structures at Petitioners property in Lee County, Florida. PRELIMARY STATEMENT On October 23, 2006, Petitioner applied to the South Florida Water Management District (“District”) for an environmental resource permit (“ERP”). Petitioner also sought modification of its sovereignty submerged land lease ("Lease") from the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees). On September 28, 2007, the District issued a Staff Report recommending that the ERP and Lease be denied. The Governing Board of the District adopted the staff’s recommendation on October 11, 2007. On October 12, 2007, the Petitioner filed a Petition for Administrative Hearing challenging the agency action. The District referred the petition to DOAH to conduct an evidentiary hearing. The case was abated for an extended period of time during which the parties attempted to settle their disputes. In October 2009, Intervenors' petition to intervene was granted. Intervenors were subsequently granted leave to amend their petition. Following notice from the parties that they were unable to settle their disputes, a final hearing was scheduled. At the final hearing, Petitioner presented the testimony of: Michael Morris, Jr.; David Depew; and Hans Wilson, accepted as an expert in ocean engineering, environmental sciences and navigation. Petitioner presented the testimony of Anita Bain through the introduction of her deposition. Petitioner's Exhibits 5, 8, 9, 14 through 16, 19, 20, 24, 26, 30, 34, 35, 40 through 43, 46 through 50, 52, and 56 through 58, were admitted into evidence. Petitioner's Exhibit 35 was accepted as a proffer. The District presented the testimony of: Holly Bauer- Windhorst, accepted as an expert in environmental biology; Melinda Parrott, accepted as an expert in marine biology and environmental impact analysis; Anita Bain, accepted as an expert in biology and environmental impact assessments; Robert Brantly, a professional engineer and Director of the Department's Bureau of Coastal Engineering; and Mary Duncan, accepted as an expert in biology and manatee impact assessment. The testimony of Peter Eckenrode was presented through his deposition. The District's Exhibits 5, 10, 12, and 14 through 18 were admitted into evidence. Intervenors presented the testimony of: Leonardo Nero, accepted as an expert in marine biology, seagrass conservation, oceanography, navigation, and vessel operation and maintenance; Gary Shelton; Sally Eastman; and Christine Desjarlais-Leuth. Intervenors' Exhibits 1, 5, 7, 8, 9, and 14 were admitted into evidence. The two-volume Transcript of the hearing was filed with DOAH. The parties filed proposed recommended orders. Petitioner filed revised pages to its proposed recommended order to correct scrivener's errors. Petitioner moved to strike an issue that was raised for the first time in the District and Intervenors' Joint Proposed Recommended Order. The motion to strike is granted as discussed in the Conclusions of Law.
Findings Of Fact The Parties Petitioner, Highpoint Tower Technology, Inc., is a Florida corporation with its mailing address at 800 South Osprey Avenue, Building B, Sarasota, Florida 34246. Petitioner is the owner of property located in Section 25, Township 45 South, Range 22 East, in Lee County, Florida, consisting of approximately eight acres. The property is on Bokeelia Island, on the northern tip of Pine Island. Petitioner is the applicant for the ERP and Lease which is the subject of this proceeding. The District is a regional water management agency with powers and duties established in Chapter 373, Florida Statutes. Its principal office is located at 3301 Gun Club Road in West Palm Beach. The District regulates certain construction activities in waters of the state pursuant to Chapter 373, Part IV, Florida Statutes, and Florida Administrative Code Chapter 40E. The District has also been delegated authority from the Board of Trustees to process applications for submerged land leases for structures and activities on or over sovereignty submerged lands. See Fla. Admin. Code R. 18-21.0051. Intervenor Sally Eastman resides on property adjacent to the proposed project. Intervenors, Christine Desjarlias-Leuth and Ron Leuth, own and reside on riparian property approximately 400 feet from the proposed project. Intervenor Gary Shelton owns and resides on riparian property near the proposed project. All Intervenors use the waters of Charlotte Harbor for water-based recreational activities, including fishing, swimming, boating, wading, and nature observation. The Affected Waterbodies The north side of Petitioner's property is adjacent to Charlotte Harbor. The south side of the property is adjacent to Back Bay. Both waterbodies are within the Pine Island Sound Aquatic Preserve. The aquatic preserve is an Outstanding Florida Water. Aquatic preserves are so designated because they have exceptional biological, aesthetic, and scientific value. It is the intent of the Legislature that aquatic preserves be set aside forever as sanctuaries for the benefit of the public. See § 258.36, Fla. Stat. Aquatic preserves were established for the purpose of being preserved in an essentially natural or existing condition so that their aesthetic, biological and scientific values may endure for the enjoyment of future generations. See Fla. Admin. Code R. 18-20.001(1). Charlotte Harbor in this location is a large expanse of open water with 10 to 12 miles of fetch to the north, making it subject to high winds and waves during storms. The water bottom of Charlotte Harbor is sandy. There are many areas of Charlotte Harbor with "prop scars," which are caused when boats travel in shallow waters and impact the bottom with boat motor propellers. There are seagrasses growing in the vicinity of Petitioner's Charlotte Harbor shoreline, mostly Thallasia testudinum (turtle grass) and Syringodium filiforme (manatee grass). Healthy turtle grass beds are growing near the proposed marina structures in Charlotte Harbor. There was some dispute about whether the turtle grass is 12 inches or 18 inches in length. The more persuasive evidence is that mature turtle grass is 18 inches in length. If there is turtle grass of shorter length in the area of the proposed project, it will eventually mature to a length of 18 inches. These seagrass communities qualify as a Resource Protection Area ("RPA") 1, which is defined in Florida Administrative Code Rule 18-20.003(54) as "[a]reas in aquatic preserves which have resources of the highest quality and condition for that area." There is also small patch of soft whip coral offshore, as well as some sea lettuce and interstitial algae on the sandy bottom. No water quality data for this area of Charlotte Harbor was presented by Petitioner. West Indian manatees are known to forage and move in the area near Petitioner's Charlotte Harbor shoreline, as well as in Back Bay. The manatee is a "listed" species. Back Bay is a small, semi-enclosed bay. It is shallow, averaging around four feet in depth at mean low water. A narrow passage known as Jug Creek leads out of Back Bay to Pine Island Sound. There are no seagrasses along Petitioner's shoreline on Back Bay, but there are seagrasses elsewhere in Back Bay. There are many prop scars in the shallower areas of Back Bay. The water bottom in Back Bay is silty and organic. It can be easily stirred up by boats and propeller action. No water quality data for Back was presented by Petitioner. Existing Structures A public access fishing pier extends about 400 feet from Petitioner's property into Charlotte Harbor, generally forming a "T." The pier has existed for decades and was one of the first landing and offloading piers in the region for commercial fishing activities, with fish houses on the adjacent uplands. The riparian owner obtained title to the submerged lands beneath the fishing pier by operation of the Butler Act, which vests title in the riparian upland owner to submerged lands if structures were erected over or upon the submerged lands before 1951. Therefore, a submerged land lease from the Board of Trustees is not required for the fishing pier. However, Petitioner obtained a submerged lands lease in 2000 for two recreational boat slips along the east side of the pier. There is a seawall along Petitioner's Charlotte Harbor shoreline. Petitioner's upland was formerly occupied by approximately 120 mobile homes, which were served by septic tanks. The mobile homes were removed two or three years ago and Petitioner obtained a separate environmental resource permit from the District in May 2006 for a proposed new residential and commercial development on the uplands called Bokeelia Harbor Resort. Construction of the new development, which would include single-family homes, multi-family buildings, a swimming facility, and a restaurant, has not yet begun. In Back Bay, Petitioner's shoreline has a seawall and a number of finger piers extending off the seawall. Petitioner has two submerged land leases in Back Bay, one that authorizes 50 boat slips and another that authorizes 10 slips. Only about a dozen boats have been using these slips in recent years. There are two boat ramps on Petitioner's property for access to Back Bay. The record evidence leaves unclear whether the ramps were for the exclusive use of the former mobile home residents or were used by the general public. The historical and current use of the boat ramps, in terms of the average number of launches per month or year, was not established in the record. There is a man-made, seawalled canal or basin on Petitioner's property that connects to Back Bay. There are piers and slips in the canal, which Petitioner claims could accommodate about 30 boats. Aerial photographs of the canal indicate that 20 to 25 boats is a more reasonable estimate. The water bottom of the canal is privately owned and, therefore, does not require a submerged lands lease. Petitioner presented inconsistent information about the number of existing boat slips in Back Bay. Petitioner claimed that there are as many as 108 slips in Back Bay. That number seems impossible, given that only 60 slips are authorized by the two submerged land leases. There was no exhibit presented to show where the 108 slips are located. The Department of Community Affairs determined that 85 slips in Back Bay were "vested" for purposes of the development of regional impact review program in Chapter 380, Florida Statutes, which means the slips were constructed before July 1, 1973. The Florida Fish and Wildlife Conservation Commission thinks there are now 82 boat slips in Back Bay. The Department of Environmental Protection thinks there are 80. Petitioner had a motive to exaggerate the number of existing slips. The unsupported testimony of Petitioner's witness that there are 108 slips in Back Bay was not substantial evidence.1/ It is found that Petitioner currently has approximately 82 boat slips in Back Bay. Petitioner is not currently controlling the use of the slips in Charlotte Harbor and Back Bay, such as by limiting the size or draft of vessels. There are no signs that inform boaters about seagrasses or manatees. There are currently no sewage pump-out facilities. Petitioner is not currently controlling boaters' uses of fuel or other chemicals. However, no evidence was presented to show the extent of any past or current polluting activities. Petitioner sought to show that the septic tanks that had been removed from the upland property were a source of nutrients and other pollutants to Charlotte Harbor. The District and Intervenors objected to this evidence as irrelevant because the ERP and Lease applications do not involve the removal of the septic tanks and their replacement with a central sewage collection system, and because Petitioner removed the septic tanks some years ago as part of its re-development of the uplands. The objection was sustained, but Petitioner was allowed to make a proffer that the removal of the septic tanks improved the water quality of the adjacent waterbodies. The issue was one of relevancy alone, because it was apparently undisputed that the removal of the septic tanks resulted in some unquantified improvement in the water quality of adjacent waterbodies.2/ The Proposed Project Petitioner proposes to construct new commercial docks and related structures (marinas) in both Charlotte Harbor and Back Bay. The Charlotte Harbor marina would have 24 boat slips, which is 22 more slips than currently exist. The Back Bay marina would have 43 slips, which is 39 fewer slips than currently exist. Overall, the proposed project would result in a reduction of about 17 slips. Petitioner would make all boat slips in the marinas available to the public on a “first come - first served” basis. Some slips would be leased on an annual basis. An unspecified number of slips would be for day rental, primarily to accommodate patrons of the restaurant on the uplands. In Charlotte Harbor, a long pier would extend to a dock configuration that forms a marina basin, with concrete panels on three sides extending from above the water line to below the sandy bottom to act as a breakwater. The opening into the marina basin for ingress and egress by boaters would be to the southeast. On the west side of the marina basin would be a 1500 square foot fishing platform. Slips 1 through 5 would be along the east side of the pier and would have boat hoists to raise the boats out of the water. Because seagrasses are growing near slips 1 through 5, Petitioner agreed to limit the draft of boats using these slips to 30 inches. Slips 6 through 24 would be within the protected marina basin. These slips are intended to accommodate larger boats than the kinds of boats that can safely navigate in the shallow waters of Back Bay. However, boats using slips 6 through 24 would not be allowed to have drafts greater than five feet. These slips would not have hoists. All the new slips in Back Bay are designed for a maximum boat length of 30 feet, but the slips vary with regard to maximum allowed draft, from 16 inches to three feet, depending on the depth of the adjacent waters. The Charlotte Harbor marina would extend about 100 feet more waterward so that it would be 500 feet from the shoreline, which is the maximum extension allowed under Florida Administrative Code Rule 18-20.004(5)(a)1. No boats slips or mooring would be allowed beyond the 500-foot limit. The canal connected to Back Bay would be filled in, and three additional residential units would be placed on the uplands created by the filling. Petitioner suggested that the canal has poor water quality, such as low dissolved oxygen, and that elimination of the canal would be a benefit for the water quality of Back Bay. Petitioner presented no water quality data to support this allegation, but the elimination of the canal would more likely than not have some small water quality benefit for Back Bay. The boat ramps on the upland would be removed. A new seawall would be installed along Petitioner's Back Bay shoreline and approximately 400 reef balls would be placed in the water along the face of the seawall. The reef balls are three feet tall and four feet wide, made of cement, and have openings. It is expected that oysters and barnacles would colonize the reef balls. Because there are oysters, barnacles, and other filter feeders in Back Bay, that expectation is a reasonable one. Fish are likely to be attracted to the reef balls. Petitioner contends that the reef balls, after they are colonized by oysters, will provide water quality benefits, because oysters filter the water when feeding. Although there was some support in the record for this general proposition, there was no evidence presented about the types of pollutants that can be removed from the water by oysters, or the level of water quality improvement that reasonably could be expected. Reef balls have been used at another marina in the region and were determined by the regulatory agencies to provide some public benefit, but Intervenors' expert, Leonard Nero, believes that the value of reef balls is exaggerated. It is his opinion that reef balls do not function like a natural habitat because there is no primary food production or sustainable biological interrelationships. It is found that the proposed reef balls would provide some small environmental benefits to the Back Bay ecosystem. In Back Bay, there are currently no channel markers except in Jug Creek. Petitioner proposes to provide channel markers so that boats entering and leaving the marina would be guided away from shallower waters and away from seagrasses. Petitioner prepared a Marina Management Plan to govern the operation of the marinas, including the use of the slips. The management plan requires waste receptacles and restricts the use and storage of fuel and other chemicals. The plan also includes an education program to inform marina users about water quality and habitat protection. A harbor master would be employed to oversee the operation of the marinas. The harbor master would be responsible for assuring compliance with the requirements in the Marina Management Plan, including maximum boat drafts, fuel spill prevention and clean-up, proper use of sewage pump-out facilities, prevention of hull cleaning and use of deleterious boat cleaning products, and proper disposal of fish cleaning wastes. The harbor master's office would be located on the docks over Charlotte Harbor. The District and Intervenors are not impressed with Petitioner's proposal to employ a harbor master to control marina activities because the harbor master would not be at the marinas 24 hours a day and could not be present at both marinas at the same time. However, the employment of a harbor master would strengthen the use and enforcement of the Marina Management Plan. There would be educational signs for boaters with information about manatees and seagrasses. Petitioner proposes to install sewage pump-out facilities at both marinas that would be connected to the sewage collection system that will serve the upland development. The proposed project includes modifying the proposed upland residential development to add three residential units and a cul de sac, and enlarging a stormwater retention area to accommodate the associated stormwater impacts. Project Impacts Seagrasses It is usually difficult and sometimes impossible for seagrasses to re-colonize an area that has been prop-scarred. Seagrasses are the primary food of manatees, so an adverse impact to seagrasses is an adverse impact to manatees. The seagrasses to the east of the entrance of the proposed Charlotte Harbor marina are subject to disturbance from boats entering and leaving the marina. Boats approaching or departing from slips 1 through 5 are likely to cross these seagrasses from time to time. The water depth in the area of slips 1 and 2 is about minus five feet (mean low water) at the shallowest. For any seagrasses growing at minus five feet, and assuming the seagrasses are 18 inches in length, the clearance between the bottom of a boat with a 30-inch draft and the top of seagrasses would be 12 inches at mean low water. District and Intervenors are also concerned about the potential impacts to the seagrasses near the proposed Charlotte Harbor marina from large boats using slips 6 through 24, which could have a draft of five feet. About 260 feet to the east of Petitioner's pier is another pier, known as Captain Mac's Pier. There are seagrasses between the two piers. Boaters wanting to reach slips 6 through 24 would have to navigate past Petitioner's marina basin, into the area between Petitioner's pier and Cap'n Mac's pier, and then make nearly a 180 degree turn to enter the marina basin. The more persuasive record evidence indicates that this maneuver would sometimes be difficult for inexperienced or inattentive boaters even in relatively calm conditions. In windy and storm conditions, the maneuver would be difficult even for experienced boaters. If there are tethered buoys marking the limits of the seagrasses, as proposed by Petitioner, the buoys would add to the navigational challenge. The preponderance of the credible evidence shows that it is likely that boaters in vessels with drafts greater than 30 inches, when entering or leaving the marina basin, would sometimes cross the seagrasses and do damage to the seagrasses and other submerged resources. Another potential adverse impact to seagrasses is shading caused by structures. Shading caused by the existing fishing pier in Charlotte Harbor appears to have impeded the growth of seagrasses in some areas near the pier. The proposed breakwater for the Charlotte Harbor marina presents a relatively unique shading issue. Petitioner did not adequately demonstrate that shading from the proposed structures in Charlotte Harbor would not adversely affect seagrasses. The District and Intervenors contend that the proposed project would also cause adverse impacts to seagrasses in Back Bay. However, because Petitioner has reduced the numbers of slips in Back Bay and eliminated the boat ramps, the boat traffic in Back Bay should be reduced. Furthermore, Petitioner would restrict boat drafts and mark a channel to guide boaters to deeper waters and away from seagrasses. Therefore, the proposed project would likely reduce the risk of damage to seagrasses and other submerged resources in Back Bay. The District and Intervenors describe Petitioner's proposal to install channel markers in Back Bay as too "tentative" because there is another developer that has proposed to install channel markers and Petitioner's proposal is to install the markers if the other developer does not. However, the details of the channel marking are in evidence. If the channel marking is made a condition for construction of the proposed project, it can be considered a part of the reasonable assurance of compliance with relevant permitting criteria. No specific evidence regarding the general health and value of the seagrasses in Back Bay was presented. The seagrasses in Back Bay are not designated as an RPA. There was no evidence presented that there is soft coral or other submerged resources in Back Bay. Therefore, the reduced risk of harm to the seagrasses in Back Bay does not offset the potential harm that the proposed project would cause to the seagrasses and other submerged resources in Charlotte Harbor. Manatees Petitioner agreed to comply with all of the conditions recommended by the Florida Fish and Wildlife Conservation Commission related to the protection of manatees: In order [to] ensure a minimum clearance of 12 inches above the top of seagrass so as to avoid damage located in the project ingress/egress route, the maximum draft, including propeller(s), for vessels associated with slips 1-5 in Charlotte Harbor shall be 30 inches. The Standard Manatee Conditions for In- Water Work (revision 2009) shall be followed for all in-water activity. Handrails shall be constructed and maintained along the access pier and the landward side of the terminal platform to prevent mooring outside of the designated slip areas. The Permittee shall develop and implement a Florida Fish and Wildlife Conservation Commission (FWC)-approved marina educational program prior to slip occupancy. The Permittee shall develop this educational program with the assistance of FWC, and FWC shall approve this education plan prior to its implementation. The program may include (at a minimum) the posting of permanent manatee educational signs and the display of brochures in a prominent location. The educational program must be maintained for the life of the facility. The [Permittee] shall install and maintain seagrass marker buoys as depicted in the site plan for the docks in Charlotte Harbor. The buoys must be permitted by the U.S. Coast Guard and the Florida Fish and Wildlife Conservation Commission's Boating and Waterways Section, and maintained for the life of the project. The [P]ermittee shall provide bins for the disposal of or recycling of monofilament line or other used fishing gear. The [P]ermittee shall also provide educational signs encouraging the use of these bins. Larger boats are generally more lethal in collisions with manatees because there is usually more momentum involved. Greater momentum generally causes deeper propeller cuts and other serious physical injury. Slips 6 through 24 in the Charlotte Harbor marina would accommodate boats of greater size (up to five-foot draft) than would have used the slips that would be eliminated in Back Bay, creating some small, unquantified additional risk of increased injury or death to manatees in Charlotte Harbor and other area waters. Lee County reviewed the proposed project against the Lee County Manatee Protection Plan and scored the project as "Preferred." The factors that the County considered in scoring the project were not explained. The reduction of boat traffic in Back Bay that would result from the eliminating boat slips and removing the boat ramps, and the marking of a channel away from seagrasses in Back Bay, would reduce the current risk to manatees using Back Bay. However, that reduction of risk is offset by the increased risk of injury to manatees associated with the addition of 17 larger slips in the Charlotte Harbor marina, the potential for collisions with any manatees foraging in the seagrass near the Charlotte Harbor marina, and the potential loss of seagrasses from boat impacts and shading. The overall effect of the proposed project on manatees would probably be negative. Water Quality The District and Intervenors contend that the proposed project would cause additional pollution associated with boating activity and, therefore, would violate the water quality standard applicable in Outstanding Florida Waters that ambient water quality cannot be degraded. However, Petitioner would reduce the total number of boats that could operate out of the marinas and would implement a number of prohibitions and other management practices that would reduce the potential for pollution when compared to the current situation. There was no evidence presented to quantify the pollution that might now be occurring as a result of the absence of pump-out facilities at the marinas, or the presence of related pollution in Charlotte Harbor or Back Bay. However, it was undisputed that the availability of pump-out facilities is generally a benefit for water quality. Petitioner has not indicated where the sewage pump-out facilities would be located. Although this is a relatively minor issue, the location of these facilities can affect the potential for pollution and, therefore, it is reasonable for the District to require this information before the ERP can be approved. Although the District and Intervenors contend that insufficient information was presented regarding flushing characteristics in Charlotte Harbor, that contention is inconsistent with their claim that strong winds, waves, and tidal forces that occur in this area of Charlotte Harbor would cause shoaling and scour at the breakwater. There is sufficient evidence that the Charlotte Harbor marina would be well flushed. An issue was also raised about the potential for turbidity problems in Back Bay caused by disturbance of the silty bottom by boats using the Back Bay slips. However, the reduction of the number of boats that would operate out of the Back Bay marina, the marina management proposals, and the channel marking would likely reduce such incidents in Back Bay. As discussed above, some small water quality benefits to Back Bay would be realized by the reef balls and the elimination of the canal. The overall effect of the proposed project would be to reduce the potential water quality impacts associated with the marinas, resulting in some small net improvement to the ambient water quality of the Pine Island Aquatic Preserve. Shoaling and Scour Shoaling is generally the accumulation of unconsolidated sediments that occur because of their movement by hydrodynamic forces of water flow, waves and currents. Scour is a type of erosion that occurs when current forces, when moving around a structure, push sediments away. Petitioner's expert, Hans Wilson, testified that it would take a relatively extreme amount of wave energy to create scour at the bottom of the breakwater. He said that the proposed breakwater was similar to one used at Royal Palm Yacht Club in Charlotte Harbor, which has not caused shoaling or scour. Robert Brantly, of the Department of Environmental Protection, believes that the proposed breakwater could cause shoaling and scour. While not agreeing with Mr. Brantly's concern, Petitioner offered to place reef balls at the base of the breakwater to further dissipate wave energy. Petitioner's evidence on this issue lacked much detail, but the evidence offered by the District was speculation -- Mr. Brantly thought there might be a problem and wanted to see more information. The District failed to rebut Petitioner's prima facie case that the breakwater would not cause shoaling or scour. Public Uses The District and Intervenors contend that the proposed project would reduce access by the general public to the aquatic preserve because the boat ramps would be eliminated and the fishing platform would be smaller than the area now available to the public on the fishing pier. The evidence shows some small reduction in public access to the aquatic preserve would likely result from the proposed project. Fill The District and Intervenors claimed for the first time in their Joint Proposed Recommended Order that the proposed breakwater for the Charlotte Harbor marina is prohibited fill. Florida Administrative Code Rule 18-20.004(1)(c) prohibits "filling waterward of the mean or ordinary high water line." "Fill" is defined in Rule 18-20.003(27): "Fill" means materials from any source, deposited by any means onto sovereignty lands, either for the purpose of creating new uplands or for any other purpose, including the spoiling of dredged materials. For the purpose of this rule, the placement of pilings or riprap shall not be considered to be filling. The District claims that the breakwater is "clearly prohibited" and that no additional factual evidence needs to be presented to determine the issue. However, although it is clear that the rule prohibits the deposition of fill materials such as dirt or sand into the water, it is not clear what other activities are prohibited by the rule.3/ Docks and marinas are clearly allowed by the aquatic preserve rules. Whether the breakwater is a piling structure is not answered by the record evidence. Evidence regarding the practices of the Board of Trustees, the Department of Environmental Protection, and the District in the interpretation and application of the rule is also absent from the record. Therefore, even if the issue had been timely raised by the District and Intervenors, the record evidence is insufficient to prove their claim.
Recommendation Based on the foregoing Proposed Findings of Fact and Conclusions of Law, it is RECOMMENDED that the South Florida Water Management District deny the ERP and Lease requested by Petitioner. DONE AND ENTERED this 9th day of November, 2010, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 9th day of November, 2010.
