The Issue Do Driscoll Properties and/or Harbor Course Club, Inc., Respondents, have vested rights to complete the project at issue, a golf driving range? (Case Nos. 84-2868VR and 84-3805VR) If Respondents do not have vested rights, did the application to clear land for the golf driving range comply with the provisions of Chapter 380, Florida Statutes, and in particular with the comprehensive plan and land development regulations for the Florida Keys Area of Critical State Concern? (Case No. 84-2868VR). Is the Department of Community Affairs estopped, or otherwise equitably barred, from preventing the completion of this project? (Case Nos. 84-2868VR and 84-3805VR) Did Driscoll Properties or Harbor Course Club, Inc., violate the provisions of Chapter 380, Florida Statutes? (Case No. 84-3805VR) Did Monroe County violate Chapter 380, Florida Statutes, by issuing a land clearing permit prior to transmitting the Monroe County Board of County Commissioners Resolution 091-1984 to the Department of Community Affairs, the South Florida Regional Planning Council and the Developer? (Case No. 84-3805VR) If there is a violation of Chapter 380, Florida Statutes, what is the proper remedy? (Case No. 84-3805VR)
Findings Of Fact The parties stipulated to the following findings of fact which are incorporated herein: The owner of record of the subject property is Driscoll Properties, a Florida general partnership, 522 Gables International Plaza, 2655 LeJeune Road, Coral Gables, Florida 33134, and the property is located in Section 5, Township 59 South, Range 41 East, North Key Largo, Monroe County, Florida, within a subdivision known as Harbor Course South, Section One. Driscoll Properties, and Harbor Course Club, Inc., submitted to Monroe County an Application for Land Clearing, Permit No. C-14919, for the subject property in order to build a golf driving range. The application was dated March 18, 1983, and received by the County on or about March 24, 1983. Monroe County Application for Land Clearing, Permit No. C-14919 was denied by William Russell, Assistant Director, Monroe County Planning, Building and Zoning on May 20, 1983. The denial of Permit Application for Land Clearing No. C-14919 was appealed by Harbor Course Club, Inc., to the Monroe County Board of Adjustment. The Board of Adjustment denied the appeal on December 14, 1983, by Resolution (of) Administrative Appeal 8-83. The Monroe County Board of Adjustment Resolution No. 8-83, denying the Application for Land Clearing, Permit No. C-14919, was appealed by Harbor Course Club, Inc., to the Monroe County Board of County Commissioners. The Monroe County Board of County Commissioners reversed the decision of the Monroe County Board of Adjustment by adopting Resolution No. 091-1984 on March 23, 1984. The Monroe County Zoning Department was responsible for issuing and rendering Monroe County Board of County Commissioners Resolution 091-1984. On April 25, 1984, Harbor Course Club, Inc., or a person acting on its behalf, applied to and obtained from Monroe County Building and Zoning Department ministerial land clearing permit No. C-14919, which was authorized by Resolution 091-1984. Harbor Course Club, Inc., or an authorized agent, employee or representative, received a letter dated June 12, 1984, enclosing Resolution No. 091-1984 and the minutes from the hearing described in No. 6 above. Harbor Course Club, Inc., or an authorized agent, employee or representative arranged for clearing of the subject property. Land clearing activity on the subject property began on April 30, 1984. Land clearing activity on the subject property was conducted on May 2, 3, 7, 8 and 10, 1984. Land clearing on the subject property was continued on July 19, 20 and 24, 1984, and completed August 2, 1984. At the times in question, the Petitioners maintained an office in Monroe County. At the times in question, Bob Dennis was an environmental specialist in the Petitioners' Monroe County office. The Key Largo woodrat is listed as an endangered species by the U.S. Fish and Wildlife Service pursuant to 50 Code of Federal Regulations, Part 17, Section 17.11(h). The Key Largo woodrat is listed as an endangered species by the Florida Game and Freshwater Fish Commission pursuant to Rule 39-27.03(27). The following findings of fact are made based on the evidence submitted at the hearing, after considering the demeanor and credibility of the witnesses who testified: The subject property consists of approximately 3.6 acres. Harbor Course Club, Inc., seeks to have the subject property developed into a golf driving range for the use of its members. Harbor Course Club, Inc., is a private membership golf club located within the Ocean Reef Development on North Key Largo. Ocean Reef is a residential development with three eighteen hole golf courses consisting of approximately 4000 acres, half of which is developed and half of which has been dedicated to wilderness. The subject property as well as the entire Ocean Reef Development is part of an Area of Critical State Concern previously designated on July 1, 1979 under Section 380.0552, Florida Statutes, and subject to Chapters 27F-B and 27F- 9, Florida Administrative Code. Monroe County has developed a comprehensive plan pursuant to Chapter 163, Florida Statutes, which provides for certain standards and criteria for the issuance of development permits, such as the one applied for in this instance. As it relates to this case, the comprehensive plan is known as the Monroe County Coastal Zone Protection and Conservation Element. Prior to its clearing, the subject property was a high quality, mature tropical hardwood hammock with a closed canopy approximately thirty feet in height, and represented a unique genealogy not found elsewhere in North America outside of the Everglades. There were also several "protected" or "threatened" tree species on the site such as the paradise tree, red berry stopper and thatched palm, and approximately five active Key Largo woodrat nests. The clearing that has taken place has substantially destroyed the tropical hardwood canopy and removed most of the top soil from the area. One strip of hammock remains at the border of the property as well as several tree clumps, but the strip and clumps are too small and narrow to serve as a habitat. Therefore, the area's use as a habitat for woodrats has been destroyed and their nests can no longer be found on site. Trees such as the torchwood which were previously found on the site and which serve as host plants for endangered or threatened species, such as the Schaus swallowtail butterfly, have also been destroyed. This finding is based on the testimony of Mark Robertson, Dr. Art Weiner who was accepted as an expert in biology and Florida Keys ecology, and Numi Goodyear, an expert in zoology and Keys mammalian. The subject property was not selectively cleared, but rather was indiscriminately cleared. This has had a scouring effect on the soil. The evidence does not establish that fill material has been deposited on site. A survey of trees and vegetation on the subject property was submitted by the applicants, but this was not a complete or adequate survey of vegetation on the site. The applicants had no adequate protective plan for the endangered or threatened species, such as the woodrat, and trees on the subject property. Although it was established through the testimony of Melvin R. "Chick" Harbert, who was recognized as an expert in golf facility components, that a golf practice area is an integral part of Professional Golfer's Association approved courses, and that such areas allow golfers to warm up, practice and receive golfing lessons, it has not been established by competent substantial evidence that driving ranges, such as the one applied for in this case, are customarily associated with golf courses such as the ones in Ocean Reef. There is no evidence that professional golf tournaments have, or will be, held at these courses, or that the owners of the courses intend to seek P.G.A. sanctioning of a tournament at their facility. Additionally, Harbert admitted that not every golf course requires a driving range. Finally, Harbert's involvement with the Ocean Reef Development as a professional golf instructor diminishes his credibility as a witness. Even if it had been found that driving ranges are customarily associated with golf courses such as the ones in this case, the testimony of Charles C. Gardner, a partner in Driscoll Properties, and Charles Pattison, Director of Planning, Building and Zoning for Monroe County, establishes that a golf driving range was not shown or located on the subject property on the Master Development Plan Map for the Ocean Reef Development filed with the County in June, 1977. Further, other than the permit from which the appeal in this case was taken, there are no records, maps, authorizations or permits on file with the County which allow or indicate a driving range on the subject property. Therefore, the applicants had no interest in the development of a driving range at this location prior to its designation as an Area of Critical State Concern. To the contrary, Gardner specifically testified that the desire to locate a driving range on the subject property did not arise until 1982 or 1983. Although Permit No. C-14914 was transmitted to Petitioner's Keys Office on May 14, 1984, Monroe County Resolution No. 091-1984 and the development order authorizing issuance of the permit for land clearing were not transmitted to Petitioner until June 21, 1984. On August 3, 1984, Petitioner filed its appeal with the Land and Water Adjudicatory Commission of Resolution No. 091-1984. Bob Dennis, Petitioner's environmental specialist, attended the March 23, 1984 meeting of the Monroe County Board of County Commissioners when Resolution 091-1984 was adopted. He did not participate in the meeting, but simply observed the meeting as part of his normal job duties.
Recommendation Based upon the foregoing, it is recommended that a Final Order be issued denying Respondents Harbor Course Club, Inc. and Driscoll Properties' application for a land clearing permit. Since the clearing has already taken place, there are no changes in the development proposal that would make it eligible for a permit, and it is therefore also recommended that further development permits for the site in question comply with final action to be taken in Case No. 84-3805VR. DONE and ENTERED this 26th day of February, 1986, at Tallahassee Florida. DONALD D. CONN Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 26th day of February, 1986. APPENDIX TO RECOMMENDED ORDER, CASE NO. 84-2868VR Rulings on Petitioner's Proposed Findings of Facts: Adopted in Findings of Fact 1 and 2. Adopted in Finding of Fact 18. Adopted in Findings of Fact 2 and 23. Adopted in part in Finding of Fact 1, but otherwise rejected as irrelevant and unnecessary. Adopted in part in Finding of Fact 19, but otherwise rejected as irrelevant and unnecessary. 6-12. Adopted in part in Finding of Fact 27, but otherwise rejected as irrelevant and unnecessary. Rejected as irrelevant and unnecessary. Adopted in part in Findings of Fact 26 and 27 but otherwise rejected as irrelevant and unnecessary. Adopted in part in Finding of Fact 22, but otherwise rejected as not based on competent, substantial evidence. Adopted in Findings of Fact 16, 17 and 22. Rejected as irrelevant. Rejected as cumulative and unnecessary. 19-20. Adopted in part in Finding of Fact 22, but otherwise rejected as irrelevant and unnecessary. Rejected as irrelevant and unnecessary. Adopted in Finding of Fact 3. Adopted in Finding of Fact 4. Adopted in part in Finding of Fact 5, but otherwise rejected as irrelevant. Adopted in Finding of Fact 6. Adopted in Finding of Fact 29. Rejected since this is actually a conclusion of law. 28-30. Rejected as irrelevant and unnecessary. Adopted in Finding of Fact 28. Rejected since in part this is a conclusion of lawn and is otherwise irrelevant and unnecessary. Rejected as irrelevant and unnecessary. Adopted in Finding of Fact 8. Adopted in Finding of Fact 9, but otherwise rejected as irrelevant and unnecessary. Adopted in part in Finding of Fact 28, but otherwise rejected as irrelevant and unnecessary. Adopted in Finding of Fact 10. Rejected as irrelevant and unnecessary. Adopted in Findings of Fact 11-13. Adopted in Findings of Fact 22, 23. Adopted in part in Finding of Fact 22, but otherwise rejected as irrelevant and unnecessary. 42-45. Rejected as irrelevant and unnecessary. Rulings on Respondents Driscoll Properties, Walter Driscoll and Harbor Course Club, Inc., Proposed Findings of Fact which have been adopted by Respondent Monroe County: 1. Adopted in Finding of Fact 1. 2-3. Adopted in part in Finding of Fact 27, but otherwise rejected as not based on competent, substantial evidence. Rejected as not based on competent, substantial evidence, and otherwise irrelevant and unnecessary. Rejected in Finding of Fact 27. Adopted in Finding of Fact 26. Rejected in Finding of Fact 26. Adopted in Finding of Fact 20. Rejected as not based on competent, substantial evidence, and otherwise irrelevant and unnecessary. Adopted in Finding of Fact 2. 11-13. Adopted in part and rejected in part in Finding of Fact 24. Rejected in Finding of Fact 25. Rejected as irrelevant and unnecessary. Adopted in Finding of Fact 3. Adopted in Finding of Fact 4. Adopted in Findings of Fact 5, 6. Rejected in Findings of Fact 22-25. Adopted in Findings of Fact 8, 28. Adopted in Finding of Fact 11. Adopted in part in Finding of Fact 18 but otherwise rejected in Finding of Fact 23. 23-24. Adopted in Findings of Fact 15, 29. 25. Rejected as irrelevant. 26-27. Adopted in Finding of Fact 28. 28-29. Rejected as not based on competent, substantial evidence and otherwise irrelevant. 30-33. Rejected as not a proper proposed Finding of Fact since this is simply Respondents' summary of rulings and testimony at final hearing. The testimony of Mark Robertson and the deposition of Sandra Hersh has been accepted and considered to the extent they reflect the personal observations, experiences and records of said witnesses. COPIES FURNISHED: Honorable Bob Graham Governor The Capitol Tallahassee, Florida 32301 Honorable Bill Gunter Insurance Commissioner The Capitol Tallahassee, Florida 32301 Honorable Jim Smith Attorney General The Capitol Tallahassee, Florida 32301 Honorable George Firestone Secretary of State The Capitol Tallahassee, Florida 32301 Honorable Gerald Lewis Comptroller The Capitol Tallahassee, Florida 32301 Honorable Ralph Turlington Commissioner of Education The Capitol Tallahassee, Florida 32301 Honorable Doyle Conner Commissioner of Agriculture The Capitol Tallahassee, Florida 32301 Glenn W. Robertson, Secretary Land and Water Adjudicatory Commission Office of the Governor Room 415 Carlton Building Tallahassee, Florida 32301 Susan Vernon, Esquire 310 Fleming Street Key West, Florida 33040 Larry A. Stumpf, Esquire Suite 1000 777 Brickell Avenue Miami, Florida 33131 Sarah E. Nall, Esquire C. Laurence Keesey, Esquire Ross Burnaman, Esquire Department of Community Affairs 2571 Executive Center Circle, East Tallahassee, Florida 32301
The Issue Whether the application of Respondent Gulf County (County) for permit to install a beach access road, constructed of oyster shell or dolomite, at the stumphole area on Cape San Blas should be granted.
Findings Of Fact On April 11, 1996, the County applied for a permit from DEP to install a beach access road constructed of oyster shell or dolomite over an area 275 feet in length by 12 feet wide at the stumphole area on Cape San Blas. The County owned the property at the site where a crude road bed to the beach already existed. On that same date, County Manager Donald Butler met with a DEP field engineer, William Fokes, on the site to determine the linear footage that would be necessary for the access road at the stumphole area. Fokes then issued the field permit for the access road to be constructed of oyster shell or dolomite over an area 275 feet in length by 12 feet wide. Since beach driving is permitted by the County in the area, the access road aids in preventing illegal crossing of beach dunes by motorists to get to the beach. Prior to issuance of the field permit and construction of the access road, the only legal motorist access to the beach was seven miles away. Permits to drive on the beach are issued by the County. DEP rules require that all applicants proposing to conduct permitted activities on a beach use a designated beach access. This road will allow access to conduct permitted activities, thereby preserving and enhancing public beach access. DEP will not permit a project that is expected to adversely impact the beach dune system. Although seaward of the Coastal Construction Control Line (CCCL) in the County, the area which is the subject of this field permit contained no dunes or vegetation since Hurricane Opal had flattened the area. Such a project cannot be permitted if the project will adversely impact existing upland property or property of others. In the instant case, neither the Petitioner’s property, which is located two miles away from the project site, or property of other owners in the area will be adversely impacted. The road is designed to be a non-rigid, pervious structure which causes less impact to any existing dune system. The road site is located on County property and provides logical and appropriate access. The construction of the road did not violate DEP prohibitions on permitting activities having adverse impact to marine turtles since the construction permit expired prior to the turtle nesting season. A requirement of field permit issuance is that the applicant and the DEP area engineer meet on site and review the project. This event occurred on April 11, 1996, when Butler and Fokes met on the site. Fokes determined that the project was within field permitting guidelines and issued the permit. Fokes was authorized to issue the field permit because the project fell in DEP’s category of a driveway or similar activity. Expected impacts of construction of the access road and a driveway are deemed similar by DEP. Subsequent review by DEP staff of Fokes’ issuance of the field permit determined that sufficient information had been provided to him for issuance of the permit, that the project falls in the category of minor activity and that no adverse impact to dunes, property of others, beach access or nesting marine turtles is expected.
Recommendation Based upon the foregoing findings of fact and the conclusions of law, it is, RECOMMENDED: That a final order be entered confirming the grant of the field permit which is the subject of this proceeding. DONE and ENTERED this 9th day of May, 1997, in Tallahassee, Leon County, Florida. DON W. DAVIS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 9th day of May, 1997. COPIES FURNISHED: Lynette L. Ciardulli, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, FL 32399-3000 Michael Paulsson, Pro Se Route 1, Box 347B Port St. Joe, FL 32456 Timothy J. McFarland, Esquire Post Office Box 202 Port St. Joe, FL 32457 Virginia B. Wetherell, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Perry Odom, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000
The Issue The issue to be determined in this case is whether Respondent Steven Hanson is entitled to a coastal construction control line ("CCCL") permit to construct a single-family residence and associated structures seaward of the CCCL on Anna Maria Island, Manatee County, Florida.
Findings Of Fact The Parties Respondent Hanson owns an undeveloped lot located at 107 Elm Avenue in Anna Maria, Florida ("the project site"), upon which he proposes to construct a residence and related structures that are authorized by the CCCL permit challenged by Petitioners. Petitioners Ronnie E. and Pamela Young own a single- family residence at 110 Pine Avenue in Anna Maria. The Young property is about 60 feet landward of the project site. Blanton Homestead, LLC, owns a single-family residence at 109 Elm Avenue in Anna Maria, which is contiguous to the Hanson Property. Blanton entered into a settlement agreement with Hanson and withdrew its petition and opposition to the CCCL permit. The Department is the agency responsible for regulating construction activities seaward of the CCCL pursuant to Part I of Chapter 161, Florida Statutes, and Florida Administrative Code Rule 62B-33. The Project Site The project site is seaward of the CCCL established in accordance with Section 161.053, Florida Statutes. The shoreline in this area has experienced relatively large fluctuations. It is included in the State's Strategic Beach Management Plan, which means that it has been prioritized for beach restoration. This area was included in a 2002 beach nourishment project. In the eight years since the nourishment, the project has "performed" well and the shoreline in front of the project site has accreted since the completion of the nourishment project. The shoreline is now 331 feet more seaward than its position in 1998. A permit was issued in July 2010 for a renourishment project in this area. The project site is approximately 350 feet landward of the mean high water line of the Gulf of Mexico. The project site is densely vegetated and includes sea grapes and sea oats. One or two active gopher tortoise burrows may exist on the project site. On each side of the project site are platted road rights-of-way that run perpendicular to the shoreline. On the northwest side of the project site is Elm Avenue, a 50-foot-wide public asphalt street, at the seaward end of which is a wooden walkway to the beach. On the southeast side of the project site is a ten-foot-wide platted alley. Adjacent to the project site on the southeast is the Brown property and residence, which was the subject of a CCCL permit issued in 2005. Continuing southeast from the Brown property is Pine Avenue. Dunes in the Area Florida Administrative Code Rule 62B-33.002(17) defines "dune" as "a mound, bluff or ridge of loose sediment, usually sand-sized sediment, lying upland of the beach and deposited by natural or artificial mechanism, which may be bare or covered with vegetation and is subject to fluctuations in configuration and location." A "frontal dune" is defined as "the first natural or man-made mound or bluff of sand which is located landward of the beach and which has sufficient vegetation, height, continuity and configuration to offer protective value." See § 161.053(6)(a)1., Fla. Stat. (2009).2/ "Protective value" is defined as "the measurable protective level" afforded by the dune system to upland property and structures from erosion and storm surge. See Fla. Admin. Code R. 62B-33.002(50). A "significant dune" is defined as having "sufficient height and configuration or vegetation to offer protective value." See Fla. Admin. Code R. 62B-33.002(17)(a). A "primary dune" is defined as "a significant dune which has sufficient alongshore continuity to offer protective value to upland property." See Fla. Admin. Code R. 62B- 33.002(17)(b). A primary dune may be the frontal dune if it is located immediately landward of the beach. Id. The parties disputed the proper classification of the dunes in the area of the proposed project. Their dispute is not surprising because all three types of dunes are defined as offering protective value to upland property. To state, for example, that a primary dune is a significant dune (one that offers protective value) with sufficient alongshore continuity to offer protective value, sounds circular. It is apparently the practice of the Department to treat the term "continuity" in the definitions of "frontal dune" and "primary dune" as a paramount factor. The Department does not consider a dune to qualify as a frontal dune or a primary dune unless it offers a high degree of protection because of its continuity. The most seaward dune from the project site was described by Tony McNeal, administrator of the Department's CCCL program, as a "dune system," consisting of scattered, vegetated mounds with peak elevations of about 7 feet.3/ This dune system spans the entire width of the project site and is about 180 feet wide. In recent years, the mounds have grown in size and the amount of vegetation on the mounds has increased. These mounds offer some protective value and, therefore, qualify as significant dunes. Hanson's coastal engineer, Michael Walther, believes the mounds qualify as a frontal dune, but he conceded that they would only provide protection for relatively high-frequency (e.g., 10-year) storm events. The public's pedestrian access from Elm Avenue and Pine Avenue has resulted in wide, denuded, and flattened paths through the dune system to the shoreline. Because the mounds do not create a continuous dune, but have these and other "flow lanes" through which storm surge could pass and reach upland areas, Mr. McNeal does not think they qualify as a frontal dune. Landward of the mounds is a manmade dune constructed by the applicant pursuant to a "field permit" from the Department which Hanson is offering as part of the mitigation for the impacts of the proposed project. The manmade dune spans the length of the project site (110 feet), is about 15 feet wide, and is 7 feet high. It is planted with sea oats. It was constructed with 109 cubic yards of sand. The manmade dune offers little protective value because of its small size. The primary benefits of the manmade dune are that it increases the volume of sand in the system and is vegetated. Landward of the manmade dune is a natural dune on the project site that is about 220 feet long (shore parallel), 5.0 to 8.3 feet in height, and 35 to 60 feet wide. Petitioners' coastal engineer, Karyn Erickson, believes this dune qualifies as a frontal dune. Mr. Walther thinks it is a primary dune. All the coastal engineers agreed that it was a significant dune because it provides some protective value to upland properties. However, despite this dune's height and vegetation, it lacks continuity, being interrupted on the north side by Elm Avenue, and flattening to some extent on the southeast on the Brown property and then terminating before it reaches Pine Avenue. The dune would not prevent storm surge from passing around it to inundate upland properties. Therefore, it does not provide sufficient protective value to qualify as a frontal dune. For the same reason, it does not qualify as a primary dune. It is probably most accurate to describe this dune as a remnant of what was once a primary dune. The Proposed Project The CCCL permit authorizes the construction of a single-family dwelling, slab, storage enclosure, entry foyer, shell driveway, and landscaping. The Department's permit file number is ME-919. In July 2007, the project site was conveyed from Buky to Hanson. In November 2009, the Department approved a request to transfer the CCCL permit from Buky to Hanson. The exterior dimensions of the dwelling are 58 feet by 29.3 feet, which is about 30 percent of the project site. The proposed dwelling would have two habitable floors elevated above the ground on pilings. The lower floor would be 17.5 feet above sea level, which is the elevation necessary to protect the structure from the 100-year storm surge. Underneath the dwelling would be a concrete slab or pad for parking, a storage enclosure, and a stairway. The proposed project would be located on top of the natural dune located on the project site. The height of the dune underneath the slab varies, but would have to be made level for the slab. Hanson would add 20 cubic feet of sand to the dune. The finished slab would be at a minimum height of 6.5 feet. The building would be constructed in a manner to prevent the creation of wind- or water-borne debris in the event of a hurricane. The proposed driveway and slab would eliminate some natural vegetation, including some sea oats and two sea grape trees. To mitigate for the proposed project's impact to the dune and vegetation, Hanson placed 100 cubic yards of sand on the project site to create the manmade dune and planted it with sea oats. In addition, Hanson would install sea oats, sea grapes, and cabbage palms seaward of the dwelling. The dwelling has been moved as far landward as is allowed under the local government building code. The proposed project would comply with the lighting guidelines of the Florida Fish and Wildlife Conservation Commission for the protection of sea turtles. Hanson obtained a letter of no objection from the City of Anna Maria for the proposed project. Permit Criteria Criteria for issuance of a CCCL permit are found in Florida Administrative Code Rule 62B-33.005(4): The Department shall issue a permit for construction which an applicant has shown to be clearly justified by demonstrating that all standards, guidelines, and other requirements set forth in the applicable provisions of Part I, Chapter 161, F.S., and this rule chapter are met, including the following: The construction will not result in removal or destruction of native vegetation which will either destabilize a frontal, primary, or significant dune or cause a significant adverse impact to the beach and dune system due to increased erosion by wind or water; The construction will not result in removal or disturbance of in situ sandy soils of the beach and dune system to such a degree that a significant adverse impact to the beach and dune system would result from either reducing the existing ability of the system to resist erosion during a storm or lowering existing levels of storm protection to upland properties and structures; The construction will not direct discharges of water or other fluids in a seaward direction and in a manner that would result in significant adverse impacts. For the purposes of this rule section, construction shall be designed so as to minimize erosion induced surface water runoff within the beach and dune system and to prevent additional seaward or off-site discharges associated with a coastal storm event. The construction will not result in the net excavation of the in situ sandy soils seaward of the control line or 50-foot setback; The construction will not cause an increase in structure-induced scour of such magnitude during a storm that the structure- induced scour would result in a significant adverse impact; The construction will minimize the potential for wind and waterborne missiles during a storm; The activity will not interfere with public access, as defined in Section 161.021, F.S.; and The construction will not cause a significant adverse impact to marine turtles, or the coastal system. Rule 62B-33.002(33) defines "impacts" for purposes of CCCL permitting: “Impacts” are those effects, whether direct or indirect, short or long term, which are expected to occur as a result of construction and are defined as follows: “Adverse Impacts” are impacts to the coastal system that may cause a measurable interference with the natural functioning of the coastal system. “Significant Adverse Impacts” are adverse impacts of such magnitude that they may: Alter the coastal system by: Measurably affecting the existing shoreline change rate; Significantly interfering with its ability to recover from a coastal storm; Disturbing topography or vegetation such that the dune system becomes unstable or suffers catastrophic failure or the protective value of the dune system is significantly lowered; or Cause a take, as defined in Section 379.2413(1), F.S., unless the take is incidental pursuant to Section 379.2413(1)(f), F.S. “Minor Impacts” are impacts associated with construction which are not adverse impacts due to their magnitude or temporary nature. “Other Impacts” are impacts associated with construction which may result in damage to existing structures or property or interference with lateral beach access. The proposed project involves the destruction of some native vegetation, but it will not destabilize the natural dune on the project site or cause a significant adverse impact to the beach and dune system. Removing vegetation can destabilize a dune because the vegetation prevents the loss of sand, primarily by wind erosion. However, in this case, the structure would block the wind and prevent the loss of sand. The more persuasive evidence shows that the amount of remaining vegetation, the additions of new sand and plantings, and other project conditions provide reasonable assurance that the dune would not be destabilized. This finding is further supported by the evidence that the portion of the dune that is on the Brown property has not been destabilized by the Brown project and is growing. The proposed project would not involve the removal or disturbance of in situ sandy soils to such a degree that a significant adverse impact to the beach and dune system would result. The total volume of sand associated with the dune upon which the house would be constructed would be increased by 20 cubic yards. Petitioners made much of the fact that the peak height of the natural dune on the project site would be reduced. However, Petitioners did not show this would change the functional or effective height of the dune. Common sense indicates that a dune with a peak that is over 8 feet high will not block an 8-foot storm surge if most of the dune is only 6 feet high. In this example, the effective height of the dune would be 6 feet, and an 8-foot storm surge would pass over the dune. The more persuasive evidence shows that the proposed project would not reduce the existing ability of the system to resist erosion and protect upland properties and structures. The proposed project would not direct discharges of water or other fluids in a seaward direction or in a manner that would result in significant adverse impacts. The proposed project would not result in the net excavation of the in situ sandy soils seaward of the control line. When the manmade dune is included, the proposed project would add about 129 cubic yards of sand to the project site. The proposed project would not cause an increase in structure-induced scour of such magnitude during a storm as to result in a significant adverse impact. The proposed project would minimize the potential for wind and waterborne missiles during a storm. The dwelling would be elevated above the 100-year storm surge to allow the waves to move under the structure and minimize structural damage. The proposed project would not interfere with public access. The proposed project would not interfere with marine turtle nesting. The permit contains conditions to assure that the proposed activities would not disturb nesting turtles or cause a significant adverse impact to marine turtles or the coastal system. Minmization of Impacts The expected impacts to the beach and dune system in this area are small. Hanson has minimized these potential impacts and provided mitigation so that no significant adverse impact would result. The proposed dwelling is smaller than the adjacent Brown house and would be located as far landward as the local government setback requirements will allow. Hanson would further minimize potential impacts to the beach-dune system by adding 129 cubic yards of sand to the project site and planting native, salt-tolerant vegetation. Frontal Dune The natural dune on the project site is not a frontal dune. Therefore, Petitioners' contention that the proposed project is not a sufficient distance landward of the beach and frontal dune to permit natural shoreline fluctuations and protect beach and dune system stability, is rejected. Line of Construction Existing structures in the immediate area have established a reasonably continuous and uniform construction line and these structures have not been unduly affected by erosion. The proposed project conforms to this existing line of construction and would not advance the line seaward. Cumulative Effects Petitioners contend that the cumulative effects of this proposed project and the adjacent Brown project would cause a significant adverse impact to the natural dune that crosses these properties. However, the more persuasive evidence shows that the portion of the dune on the Brown site remains stable and is even growing. Petitioners claimed that the Department acted inconsistently by treating the dune on the Brown property as "removed" by the Brown project, but treating the dune on the Hanson property as unaffected by Hanson's proposed project. However, neither Petitioners' Exhibit 17 nor any other evidence in the record establishes what changes, if any, occurred to the dune on the Brown property. It was not shown that part of the dune on the Brown property was physically removed. Furthermore, Petitioners did not show that, because the Brown project was on the dune, the Department determined that the affected portion of the dune was "removed" or ceased to function as a dune. There was no evidence presented of the existence of a coastal engineering principle that, when a structure is located on a dune, it is equivalent to removing the affected portion of the dune. Taken together, the effects of the proposed project and the Brown project would not significantly reduce the protective value of the dune. 30-Year Erosion Projection Before issuing a permit to construct major structures seaward of the CCCL, the Department is required to make a thirty-year erosion projection in the area. See § 161.053(6)(b), Fla. Stat. The 30-year erosion projection “is the projection of long-term shoreline recession occurring over a period of 30 years, based on shoreline change information obtained from historical measurements. See Fla. Admin. Code R. 62B-33.024(1). Generally, major structures seaward of the CCCL must be landward of the 30-year erosion projection. See § 161.053(5)(b), Fla. Stat. The proposed project is a major structure. The 30-year erosion projection in this area of Anna Maria Island was produced and recommended to the Department by Emmett Foster, an employee of the Beaches and Shores Resource Center at Florida State University. Mr. Foster was the principal author of the latest version of Rule 62B-33.024. Rule 62B-33.024(2) describes several procedures for determining the 30-year erosion projection, which can be used in combination. Mr. Foster's projection made use of the rule procedure that allows "credit" for beach nourishment projects. Mr. Foster assigned a 10-year credit to the nourishment project based on the history and performance of the nourishment projects in the area and the likelihood of continuing nourishments. His 30-year erosion projection is seaward of Hanson's proposed project. Petitioners disputed the procedure used by Mr. Foster. Their coastal engineer, Ms. Erickson, believes that a beach nourishment credit should not have been included in the analysis. Using an alternative procedure in the Rule 62B- 33.024, Ms. Erickson placed the 30-year erosion projection three feet landward of the most seaward edge of the proposed project (± 30 feet).4/ However, Petitioners failed to show that Mr. Foster's analysis was professionally unsound.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department issue a final order granting the CCCL permit to Hanson. DONE AND ENTERED this 7th day of December, 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 7th day of December, 2010.
Findings Of Fact Petitioner, JOHN C. GROSS, a citizen and resident of Edgewater, Florida, owns approximately 114 acres of submerged and semisubmerged land, which at times extends from 3 to 9 feet above the water and which lies in the near vicinity of Ponce de Leon Inlet, New Smyrna Beach. His property is located due southwest of the inlet and west of the Intracoastal Waterway. The Intervenor, FRANCES TURNER PRICE, is the owner of an oceanfront house and lot located at 2113 Ocean Drive, New Smyrna Beach, Florida, which is directly adjacent to and west of a portion of the proposed spoil disposal area referenced herein. The Ponce de Leon Inlet was first dredged by the COE in 1968, pursuant to a 1965 Act of Congress, and has been dredged periodically since that time. No dredging has taken place there since March, 1978. During the past several years, numerous complaints have been received by the COE from users of the waterway concerning the increased clogging of the inlet channel. These users include operators of relatively large boats, such as commercial fishermen and shrimpers, large yacht owners, and the United States Coast Guard, which maintains and operates a station in the area. Based on these complaints, Mr. Aston, COE Navigation Branch, caused an investigation to be made which revealed an extensive and worsening shoaling which, if not corrected, would further reduce the channel opening. This investigation included several hydrographic surveys using Fathometers (accomplished in November, 1952, and subsequently thereto). The channel, which runs basically east and west from the Intracoastal Waterway to the Atlantic Ocean, is currently navigable (but not safely) by larger draft vessels such as are described above. Because of the prevailing winds from the northeast, larger vessels come in from the northeast; have to come around the jetty, which juts into the ocean north of the channel; and then have to stay close to the jetty to avoid the heavy shoaling in the dredged channel originally in the center of the inlet. 1/ This is dangerous because sport fishermen are frequently anchored in the water just south of the jetty, in the way of the boats going in and out. This danger is compounded by the fact that boats going in and out cannot see each other, because of the jetty to the north and the land to the south, until they both are committed to the channel. Therefore, once in and committed, they are in danger of collision because of the narrowness of the passage and the need to avoid the small fishing boats anchored therein. As a result, the original channel, which provides safer passage, needs to be dredged again immediately to prevent more groundings and collisions with resultant loss of life and property damage such as the 50 which have already occurred there within the past 15 months. In the opinion of Mr. Aston, the situation in the Ponce de Leon Inlet, as it pertains to shoaling, is the worst he has seen in any federal channel in 19 years. It is for these reasons that during the 1982-83 time frame, the COE decided to seek permission to proceed with a dredging project. Initially, three different areas were considered for disposal of the 800,000 or so cubic yards of spoil which would result from the dredging. These were: off the beach north of the north jetty; just south of the weir to which the north jetty is attached; and the beach area approximately one mile south of the inlet. For various reasons, Options (a) and (b) were rejected, and Option (c) was the area then intended for the spoil disposal. The initial application, submitted on November 10, 1982, called for the spoil to be transported by pipe over easements down the beach to the disposal area, where it would then be dumped on the beach to fill in the area of beach eroded and eroding. However, because of public objection to that plan, the COE agreed with the local beach advisory board to move the spoil 1,000 feet offshore to an area approximately 800 feet by one mile long, adjacent to the beach approximately one mile south of the inlet. In any event, both the original application and the amendment thereto (to change the location of the spoil disposal area) called for only one procedure--not multiple dredgings and disposals. This proposed permit, which is objected to by Petitioner and Intervenor, indicated permission for more than one procedure. Intervenor protests this even if permission is to be given for the initial dredging. However, Dr. Collins, from DER, indicated that since a determination was made that the action would have no adverse impact on the environment, there was nothing wrong with giving permission for multiple dumpings. In fact, the Notice of Intent to Issue contains Provisions for monitoring the turbidity caused by the operation and also provides for DER modifications to the conditions or other provisions of the permit as necessary, and recognizes COE's assurances that the immediate and long-term effects of the project will not violate state water quality standards. The spoil, which consists almost exclusively of beach quality sand and which is highly valuable, will be laid down in a berm-shaped deposit the top of which will, at low tide, be no less than 6 feet below the surface of the water. In that configuration, it could not be seen from shore and would in no way impede navigation. The decision to dispose of the spoil in this fashion was made partially on the basis that it would tend to put sand back on the eroded beach in the area. Intervenor theorizes that the spoil (sand and water) will not form this neat berm, but will spread out when it comes out of the dredge pipe below the surface of the water. COE indicates that the contractor on this project will use some sort of a buffer to contain the spread upon discharge. It is anticipated that this project will have to be repeated again and again to keen the channel clear. Though the 800,000 cubic yards anticipated for removal on this occasion is great, so much has never been taken out here at one time before. This is because, as was stated previously, the last dredging was in March 1978, and COE estimated that dredging should take place every 16 months or so. If done on that schedule, succeeding dredgings will be of a far less significant amount. Petitioner, whose profession is as a real estate developer, but whose avocation is as a conservationist of marine life, contends he has been involved in environmental research and protection all his life (he is at least 70). He has, he states, developed several environmental concepts which have, he contends, never been disproved. They are not, however, enjoying widespread acceptance, either, though he contends the Rosenstiel School at the University of Miami has said his environmental concepts are sound. This well may be so; however, Mr. Gross neglected to produce any evidence as to what these concepts are or indications of their soundness. Though he admits to having no formal training in any of the sciences or in engineering, and his research consists of bathing and fishing in the area (he uses a device to gather bait which results in his picking up a part of the sea bottom) he has published. The Petitioner's publication introduced into evidence consists of the reward notice reproduced herein. $2,000 REWARD To make the public aware of hypocritical groups who mislead and misinform the public about environmental protection, I will donate $1,000 to the first organization, agency, student or individual who produces evidence to prove beyond reasonable doubt that excessive nutrients consisting of mangrove leaves and pods, algae, slime, scum, silt and bacteria, and decaying bodies of all types of insects and creatures emanating from mangrove swamp area DOES NOT cause destruction of shellfish and all forms of marine plant life when infused in excessive amounts into rivers and estuaries by extremely high tides and heavy rainstorms. $1,000 to the first organization, individual, or student who provides evidence to prove beyond reasonable doubt that recent high tides caused by full moon and heavy rains washing through mangrove swamps DID NOT cause most of the crabs, shrimp, and fish to be destroyed or leave this area when the river became polluted with all types of slime, scum, silt, sludge, and mangreve debris, and droppings of birds and animals and all types of decaying material from the mangrove swamps carried into the river by the tide. John C. Gross PO Box 596 New Smyrna Beach, Fl 32069 Though Petitioner was offered the opportunity by the Hearing Officer to submit additional publications when he indicated he had many and was reminded of this later in the hearing by the Hearing Officer, none were forthcoming. Petitioner professes to be very familiar with the area where the dredging and disposal are to take place, and no doubt he is. He contends the area is in a constant state of change, differing from month to month, and populated by a sea life consisting primarily of shellfish, shrimp, and fish. The beach in the area proposed for disposal, he contends, has already built out some 400 to 500 feet since the jetty was built and has naturally built up dunes which, in his opinion, are due to the COE dredging in the past. This beach buildup is a concern of the Intervenor, as well, who indicated that she can no longer see the ocean from her "oceanfront" house due to the large dunes that have built up between her house and the ocean during the years since the construction of the jetty. She is also fearful that the spoil dumped offshore of her property will come ashore there and add to the already expanded beach. Her concerns and those of her neighbors, including Mrs. Speer, who testified in support of Intervenor's position, include the blocked view already mentioned, the fact that the higher dunes are difficult for older people to climb, the fact that it is further to the water with the new sand, and the concern over who will own the new land built up seaward of the vegetation line. 2/ People are already building closer to the water than she did, blocking her lateral view; and all of this will have, she fears, a negative impact on the value of her property. It is without question that dunes have built up and beach area has accreted since the jetties were put in. This is explained by Dr. Dean as a relatively temporary situation resulting from the movement ashore of a preexisting tidal shoal, formerly located outside the entrance to the Ponce de Leon Inlet, which was destroyed by the interruption of the wave action when the jetty was built. The sand from this shoal came ashore at and around the Intervenor's property, as well as north and south of it, adding to the beach and building the dunes. This accretion has stopped, however, and even reversed, and a beach erosion has begun. In any case, according to Dr. Collins of DER, accretion is not usually a consideration in the decision-making process regarding a permit of this nature. Petitioner indicated his understanding that the spoil was to be deposited 3 feet deep over the bottom in the disposal area and believes this will destroy marine life. As will be seen later, competent expert testimony clearly disproves this one theory. He also does not believe anyone can predict where the spoil will settle, but wherever that is, in his opinion, it will have a devastating effect both on the marine life in the area and on the adjacent beaches. He questions the COE's representation that because of the literal drift's prevailing direction from north to south, the spoil will ultimately settle south of the spoil dumping area. Expert testimony, discussed in detail below, will indicate the correctness of the COE's representations. Petitioner further contends that insufficient surveys have been made of the area. In his opinion, the two or three borings that have been done (in actuality, there were more) are not sufficiently extensive since the area in question is too broad and the bottom is not uniform. Therefore, many more borings are needed, he urges, to accurately determine the makeup of the sea bottom. This bottom makeup has an effect on water quality. Sludge, slime, and silt adversely affect water quality. Clean sand is acceptable. However, Petitioner feels that the dredging proposed may, if the bottom where they dredge is of peer quality, be very bad for the bottom in the deposit area. In that regard, it has been shown that the tests done already indicate that the material to be dredged out of the channel is beach quality sand. Other evidence, in the form of samples of the bottom taken in the disposal area, show it is made up of sand with small shells. In neither location is there any evidence of silt, sludge, or slime. In fact, the expert testimony indicates clearly there would be no damage to water quality in either area. A more comprehensive discussion of this subject will be presented below. Petitioner also fears for the manatees and the sea turtles which sometimes come into the area. The expert testimony to be discussed further below readily shows these fears are groundless. It would appear that there may be some reason for Petitioner's interest in this project other than the stated environmental and ecological concerns stated above. By his own testimony, he revealed he had offered to buy this highly valuable 3/ spoil for $400,000. Mr. Aston, of COE, further testified that as late as one week prior to this hearing, Petitioner called him and indicated the matter could be disposed of quite easily if the COE would put the spoil on his property. The Notice of Intent to Issue and the permit to which it relates are not for a one-time dredge. The permit will be for 5 years, but it 15 subject to extension by letter for an additional 5 years. In the analysis of the application, the environmental concerns and the concerns of the public were not taken lightly. The DNR, by letters dated March 9 and June 28, 1983, expressed its lack of objection to the proposal and granted the authority required under Section 253.77, Florida Statutes. The contract is to begin in September, 1984, and be completed by April, 1985. These months were chosen because (a) they take advantage of the northeast winds prevailing then; and (b) there is no sea turtle nesting during this period. Consequently, there would be no risk of harm to the sea turtles. In addition, the risk of harm to the manatees is minimal. They, as a rule, do not frequent these waters, preferring the quiet backwaters of the rivers and bays to the fast moving waters of the channel or the ocean, and they are generally fast enough to avoid both the dredge and the dump. To be doubly safe, however, the contract calls for a "manatee watch" to be conducted and a log kept of all manatees sighted. Another area covered in the contract is water turbidity. Turbidity will be monitored and actions taken to maintain state water quality standards outside the mixing zone--that area inside of which the water temporarily does not meet state standards and outside of which it must. In this case, this zone would extend not more than 150 meters from each point of interest. COE's application contained reasonable assurances that the state's turbidity standards would not be exceeded more than 150 meters from both the dredge and spoil areas. Tests already run on anticipated turbidity show a rapid (4-minute) settlement out due to the fact that the substance being dredged is heavy sand, not light silt. Continuing with an analysis of the impacts of the project which cannot be avoided, on life in both the dredge and the fill areas, it is seen that: Some nonmobile animal life attached to the sea bottom (worms, etc.) in the spoil area which cannot escape being covered by the spoil will be killed. Some sea life sucked up by the dredge and moved will be killed even though they are dumped back into the water in the spill area. However, wherever some death occurs, it will be individuals, not entire populations, and the dump area will be quickly repopulated by sea life from the surrounding area in addition to the live population brought through the pipeline. Full repopulation can be expected within six months. In a more detailed discussion of the disposal site, it is clear that because of the wave action and the hard bottom, one would expect no grass beds, and there are none, nor are there any natural reefs. A survey of the bottom in the disposal area was done by utilizing loran to accurately locate 12 stations throughout the spoil disposal area with three samples to be taken at each site. At seven of the twelve stations, the scientists found the bottom hard and no sample was produced. At only one of the stations, Station 6, some samples were gathered, and what was acquired was very similar to the surf area near the shore. Dr. Atmar admits that the dumping will create some damage to the bottom life and repeated dumping may have a cumulative effect. However, since, as was stated above, complete repopulation can be expected within six months, the damage caused by dredging and dumping every 16 months, even of large amounts of spoil, will be, in his words, "inconceivably insignificant," and that which does occur will be short-lived. Turning then to the question of the impact of the spoil disposal on the beach property adjacent to the disposal area, Dr. Dean explained the prospective results, as well. In conjunction with other experts in sediment transport and based on at least 20 years of accumulated documentation, he developed a model which, when applied to a given situation with variables, can generally permit accurate predictions of what will happen. Applying this model to the dredging area, it is seen that the primary factor which leads to sediment transport here is the wave action which primarily comes from the northeast. This will transport sediment from the north to the south. When the present channel was dug, it interrupted the normal cycle, which, in an attempt to return to the natural flow, fills up the channel. This necessitates new dredging. Applying the model to the disposal area, again the waves play an important part. Based on all available pertinent information, the spoil deposited would generally transport to the south with a very minor amount, + 5 percent going west and another + 5 percent going north. Both the westward and the northward movement would be very slow. The remaining 90 percent of the spoil would move to the south and would reach the shore a mile or two south of the southern boundary of the proposed disposal area. Of this 90 percent, 50 percent would reach the beach within three to four years--the remainder would take longer. The amount of deposited spoil that would go due west to the adjacent beach would be less than would accrete during the normal seasonal accretien. What is more, the proposed disposal activity would have an imperceptible effect on the elevation of the dunes which already exist. The difference between Dr. Dean's estimate of 10 Percent drift to the north and west and COE's estimate of 20 percent sand drift in those two directions is not significant. Both are estimates, and not specifics. As was stated previously, the spoil in question here is a highly valuable beach quality sand with no evidence of muck, slime or silt. If it were to be deposited further out to sea than is proposed here, where the wave action could not get to it, it would be lost to the littoral transport action and would never come to the beach. This would result in the loss of a high quality resource to the beach in an area to the south where the beach is in need of replenishment, and further beach erosion to the south where the existing dunes are eroding due to the effect of the building of the previously mentioned jetty and because of the worldwide rise in the sea level. Admitting he was hired to testify by the COE after the decision was made as to where to deposit the spoil, Dr. Dean contends that had he been asked where to put it before the decision was made, he would have recommended a site closer to shore, but at the same latitude.
The Issue Whether Petitioners are "affected persons" entitled to pursue the instant challenge to the City of Miami Beach's Year 2000 Comprehensive Plan pursuant to Section 163.31B4(9), Florida Statutes? If so, whether the City of Miami Beach's Year 2000 Comprehensive Plan is not "in compliance," within the meaning of Section 163.3184(1)(b), Florida Statutes, as alleged by Petitioners?
Findings Of Fact Based upon the record evidence and the stipulations of the parties, the following Findings of Fact are made: City of Miami Beach: An Overview The City of Miami Beach is an incorporated municipality located within the jurisdictional boundaries of Dade County, Florida. It is governed by a seven member City Commission. The City consists of a main island and a number of smaller natural and man-made islands that lie to the east of the Dade County mainland. They are separated from the mainland by Biscayne Bay. To their east is the Atlantic Ocean. The City is now, and has been for some time, virtually fully developed. Less than 2% of the land in the City is vacant. Those parcels that are vacant are generally small in size and they are scattered throughout the City. The City is situated in the most intensely developed area in Dade County. Approximately 100,000 permanent residents live on the City's seven square miles of land area. In addition, the City has a sizable seasonal population Tourism is the backbone of the City's economy. Golf is among the activities visitors to the City are able to enjoy. There are two public 18-hole golf courses and one private 18-hole golf course in the City. The City also has a public 9-hole golf course, hereinafter referred to as the Par 3 Golf Course. Par 3 Golf Course and Surrounding Area The Par 3 Golf Course is owned by the City and leased to the American Golf Corporation, which operates the course. The course consists of nine relatively short holes. The longest of these holes is 180 yards. The shortest is 100 yards. The remaining holes average 150 yards in The course has been completely renovated and is currently in excellent condition. Since the renovation work, the number of players has increased significantly. Nonetheless, the course is still under-utilized. The land upon which the golf course is built is not environmentally sensitive. There are, however, a number of large, mature trees on the property. The Par 3 Golf Course is located on a 25 acre tract of land in the south central part of the City. It is bounded by 28th Street on the north, Dade Boulevard and Collins Canal on the south, Pine Tree Drive on the east, and Prairie Avenue on the west. All of these roadways are classified as "urban" by the Florida Department of Transportation Pine Tree Drive is one of the major north-south thoroughfares in the City. It is part of the Dade County Road System and has been assigned a Level of Service of "D" by the County. That portion of the roadway which borders the golf course has four lanes of through traffic, plus two parking lanes, and is divided by a median strip. The area surrounding the golf course is entirely developed. The development is primarily, but not exclusively, residential in nature. Residential structures are particularly predominant to the north and to the west of the golf course. Among the nonresidential structures found in the immediate vicinity of the golf course are: the Youth Center to the north; the Hebrew Academy's elementary school building, Miami Beach High School, and a City fire station, maintenance yard and fuel facility to the south; and the Fana Holtz Building, a five story building, with a basement parking garage, which currently houses the Hebrew Academy's junior and senior high school program, to the east on the other side of Pine Tree Drive. Parking is inadequate in the area of the golf course. The City is currently investigating ways to alleviate the parking problems in the area. Option to Exchange Property On June 7, 1989, at a regularly scheduled meeting, 1/ the City Commission voted to give the Hebrew Academy, a private educational institution, an option to purchase from the City a 3.87 acre portion of the Par 3 Golf Course located immediately adjacent to and north of the Hebrew Academy's elementary school building, in exchange for the Fana Holtz Building and the land on which it is situated. The Hebrew Academy has plans to construct a new junior and senior high school building, which will be able accommodate more students than the existing facility, on the land it will acquire if it exercises its option. The Hebrew Academy's acquisition of the land and its construction of a building on the site will disrupt the operations of the golf course. In addition, at least some of the large, mature trees that presently stand on the site will have to be removed. The course's third and fourth holes now occupy the land that the Hebrew Academy has been given the option to purchase. The course therefore will have to be redesigned to eliminate or relocate these holes if the Hebrew Academy purchases the land and constructs a building on it. Golfers playing the Par 3 Golf Course generally have the benefit of cool breezes that blow from the southeast. A multistory building situated on the land now occupied by the third and fourth holes will block some of these breezes that golfers playing other holes now enjoy. If the City acquires the Fana Holtz Building, it may move the offices of several City departments into the building. Such a move, coupled with an increase in the size of the Hebrew Academy's enrollment, would create a need for additional parking spaces in an area where parking is already a problem. Petitioners Falk and Miami Beach Homeowners Association Mildred Falk is now, and has been for the past 53 years, a resident of the City of Miami Beach. The Miami Beach Homeowners Association (Association) is a nonprofit organization of Miami Beach homeowners. Its primary purpose is to educate the public concerning matters of local interest in the City. For the past 15 years, Falk has been the President of the Association. Falk does not require formal permission from the Association's Board of Directors to address the City Commission on behalf of the Association. Falk has an understanding with the members of the Board that, if they take a position on an issue that will come before the City Commission, she will represent their collective views at the City Commission meeting in question without being formally requested to do so. Falk regularly appears before the City Commission in her capacity as a representative of the Association. As a general rule, though, she does not expressly state during her presentations that she is representing the Association. She considers it unnecessary to provide such an advisement because the persons she is addressing already know of her role as a spokesperson for the Association. On April 5, 1989, Falk Submitted a completed Lobbyist Registration Form to the City Clerk. On the completed form, Falk indicated that she had been employed by the Association to engage in lobbying activities with respect to a particular item, unrelated to the instant controversy, that was then before the City Commission. On February 5, 1990, Falk submitted another completed Lobbyist Registration Form to the City Clerk. On this completed form, she indicated that she had been employed to lobby with respect to "[a]ll issues that affect Miami Beach before the City Commission, Authorities or Boards." There was no indication on the form, however, as to what person or entity had employed her to engage in such lobbying activity. These are the only completed Lobbyist Registration Forms that Falk has filed with the City Clerk. Adoption of the City's Comprehensive Plan The City Commission considered the matter of the adoption of the City's Year 2000 Comprehensive Plan at public hearings held on September 7, 1989, and September 21, 1989. Notice of these adoption proceedings was published in the "Neighbors" section of the Miami Herald. 2/ The Miami Herald is a newspaper of general paid circulation in Dade County. The "Neighbors" section of the Miami Herald is circulated twice weekly along with other portions of the Herald in the following towns and municipalities: Miami Beach; Bal Harbour; Surfside; Bay Harbor Islands; Golden Beach; North Bay Village; Sunny Isles; and Indian Creek Village. The "Neighbors" section of the Miami Herald is: (a) published at least on a weekly basis; (b) printed in the language most commonly spoken in the area within which it circulates; (c) not a newspaper intended primarily for members of a particular professional or occupational group; (d) not a newspaper whose primary function is to carry legal notices; and (e) not given away primarily to distribute advertising. At the close of the public hearing held on September 21, 1989, the City Commission unanimously passed Ordinance No. 89-2664 adopting the City's Year 2000 Plan. On the future land use map (FLUM), adopted by the City Commission as part of the plan, that portion of the Par 3 Golf Course which the Hebrew Academy has the option to purchase is designated PFE (Public Facility- Educational). The property that the City will receive if the Hebrew Academy exercises its option has a land use designation of PF (Public Facility- Fire, Police, Other) on the FLUM. Policy l.2q. of the plan's future land use element contains the following discussion concerning the land use designation of these parcels of property: On June 7, 1989, the City Commission approved an option with the Hebrew Academy to exchanged [sic] private land for a portion of the Par 3 Golf Course. At the exercise of the option, the affected portion of the Par 3 Golf Course shall automatically be designated as Public Facilities [sic]- Educational. The property that the City will obtain will be designated as Public Facility- Other. 3/ During the public hearings that culminated in the City Commission's adoption of the City's Year 2000 Comprehensive Plan, Falk made oral presentations to the City Commission. She criticized the decision that had been made to allow the Hebrew Academy to purchase, at its option, the "affected portion of the Par 3 Golf Course" referenced in Policy 1.2q. of the plan's future land use element. It was her contention that, in accordance with a restrictive covenant entered into between the City, the Alton Beach Realty Company and the Miami Beach Improvement Company on June 17, 1930, the City was prohibited from allowing any portion of the land on which the golf course was built "to be used for any purpose whatsoever, other than for a golf course and/or golf links." At no time during her remarks did she contend that the plan ultimately adopted by the City Commission was contrary to any requirements dealing with the subject of urban sprawl. Nor did she argue that the notice of the adoption hearings that the City had provided was in any way deficient or inadequate. Falk did not identify herself at the adoption hearings as a representative of the Association. 4/ Nonetheless, in presenting her remarks to the City Commission, she was expressing not only her own views, but those of the Association as well. Prior to these hearings, she had informally polled the members of the Association's Board of Directors and they had each indicated to her that they opposed the "land swap" between the City and the Hebrew Academy. While they did not formally request that she appear before the City Commission to voice their concerns, it is not their standard practice to issue such requests. Neither Falk nor the Association submitted any written comments concerning the City's Year 2000 Comprehensive Plan during the City's review and adoption proceedings Urban Sprawl In November, 1989, the Department of Community Affairs published a Technical Memorandum (Volume IV, Number 4) which was designed "to help local governments and interested parties understand the requirements for discouraging urban sprawl that must be met to comply with Florida's planning requirements." The memorandum defines "urban sprawl" a- "scattered, untimely, poorly planned urban development that occurs in urban fringe and rural areas and frequently invades lands important for environmental and natural resource protection." According to the memorandum, "urban sprawl typically manifests itself in one or more of the following inefficient land use patterns: (1) leapfrog development; (2) ribbon or strip development; and (3) large expanses of low- density, single-dimensional development." These land use patterns are described in the memorandum as follows: Leap frog development occurs when new development is sited away from an existing urban area, bypassing vacant parcels located in or closer to the urban area that are suitable for development. It typically results in scattered, discontinuous growth patterns in rural areas which are frequently not appropriate for urban development * * * Strip or ribbon development involves the location of high amounts of commercial, retail, office and often multi-family residential development in a linear pattern along both sides of major arterial roadways. * * * Low-density, Single-dimensional development consists of single land uses, typically low-density residential, spread over large land areas. Frequently, the land is in rural, forestry, agricultural, or environmentally sensitive areas should be protected from urban development. The memorandum's description of "urban sprawl" is consistent with the definition most commonly employed by professional planners. In order to ascertain whether development meets the definition of "urban sprawl" used by the Department, it is necessary to determine whether the area involved is "rural" or on the "urban fringe." The memorandum suggests that such a determination may be based upon the area's population density. According to the memorandum, areas should be classified as follows based upon their population densities per square mile: Density Classification 0-200 Rural 201-500 Exurban 501-1000 Suburban 1001-2000 Medium [Urban] Density 2001-5000 High [Urban] Density 5000+ Highest Urban Density Among the techniques recommended in the memorandum to curb "urban sprawl" is "[p]romoting urban infill development and redevelopment." The construction of a multistory building on the Par 3 Golf Course and the conversion of the Fana Holtz Building to government use would not constitute any of the three types of development that the Department has indicated in its memorandum are characteristic of "urban sprawl." Rather, these activities would be in the nature of "infill development and redevelopment" inasmuch as they would occur, not in a "rural area" or on the "urban fringe," as those terms are used in the memorandum, 5/ but rather in the heart of an area of the "highest urban density."
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that the Department of Community Affairs issue a final order in the instant case declining to find the City of Miami Beach's Year 2000 Comprehensive Plan not "in compliance" on the grounds urged by Petitioners. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 13th day of August, 1990. STUART M. LERNER 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 13 day of August, 1990.
The Issue The issue is whether the Department of Environmental Protection should issue a permit to the Browns authorizing construction on their property, which is seaward of the coastal construction control line.
Findings Of Fact Property Descriptions (1) The Browns’ Property The Browns own Lots 5, 6, 7, 15, and 16 of a platted subdivision known as the First Addition of Anna Maria Beach Subdivision, Block 35 (the Subdivision). The Subdivision is on Anna Maria Island in the City of Anna Maria, which is in Manatee County. All of the Browns’ lots are seaward of the CCCL established by the Department for Manatee County. The parties stipulated that the construction authorized by the permit at issue in this proceeding is landward of the 30- year erosion line. Indeed, according to the analysis of the permit application prepared by the Department’s staff, the 30- year erosion line is approximately 111 feet seaward of the proposed construction. See Browns’ Exhibit 6, at 3. Lot 5 is the most landward lot owned by the Browns. Lot 6 is adjacent to and seaward of Lot 5, and Lot 7 is adjacent to and seaward of Lot 6. Lots 15 and 16 are seaward of Lot 7, and they are separated from Lot 7 by a 10-foot wide “vacated alley.” The Subdivision was platted in 1912. The plat of the Subdivision, Exhibit P6, shows the seaward edge of Lots 15 and 16 bordering on a road named Gulf Boulevard, which appears to be some distance inland from the Gulf of Mexico.2 Gulf Boulevard no longer exists, and all of Lots 7, 15, and 16 are now located on the sandy beach between Lot 6 and the Gulf of Mexico. The seaward edge of Lot 6 is approximately 176 feet landward of the mean high water line (MHWL) of the Gulf of Mexico. See Exhibit P5B. There are no structures or improvements located on Lots 7, 15, or 16. There are also no structures or improvements located on Lots 8, 9, and 10, which are to the north of Lots 7, 6, and 5, respectively. See Exhibit P4. Lot 10 was the subject of a CCCL permit application denied by the Department in 2000 based upon the Recommended Order issued in DOAH Case No. 99-3613, which is referred to by the parties as “the Negele case.” See Exhibit P30. There is an 850-square-foot single-family residence on Lots 5 and 6 that was constructed in the 1920’s and is used by the Browns as a vacation home. The property’s address is 104 Pine Avenue. All of the enclosed living area of the residence is on Lot 5. A wooden deck attached to the residence extends approximately 17 feet onto Lot 6, and at its most seaward point, the deck is 262.41 feet seaward of the CCCL. See Browns’ Exhibit 9. There are no structures on Lot 6 other than the wooden deck. More than half of Lot 5 has been previously disturbed. In addition to the Browns’ residence, there is a small wood “tool shed” located on that lot. The disturbed areas on Lot 5 between the residence and the shed and between the shed and Pine Avenue (see Exhibit P5C, areas marked with a yellow “1” and “2”) are used by the Browns for, among other things, parking and storage of boats. Those areas have very little vegetative cover. The northwest portion of Lot 5 is undisturbed and, as more fully discussed below, that area is densely vegetated with sea oats, sea grapes, and century plants. (2) Schrutt’s Property Schrutt owns Lot 4 of the Subdivision, which is adjacent to and immediately landward of the Browns’ Lot 5. The property’s address is 108 Pine Avenue. There is a two-story single-family residence on Lot 4 that Schrutt uses as a vacation home. Schrutt’s vacation home extends farther to the northwest than does the residence on the Browns’ lot. As a result, Schrutt currently has an unimpeded view of the Gulf of Mexico over the Browns' shed and across the undisturbed portion of the Browns’ lot from her second-floor deck. See Exhibits P2F and P5A. (3) The Youngs’ Property The Youngs own Lot 3 of the Subdivision, which is adjacent to and immediately landward of Schrutt’s lot and approximately 50 feet landward of the Browns’ Lot 5. The property’s address is 110 Pine Avenue. There is a three-story single-family residence on Lot 3 that the Youngs use as a vacation home. The Young’s vacation home is set farther back from Pine Avenue than are the residences on the Browns’ lot and Scrutt’s lot. As a result, the Youngs currently have an unimpeded view of the Gulf of Mexico across Schrutt’s lot and the undisturbed portion of the Browns’ lot (as well as across Lot 10) from their second- and third-floor decks. See Exhibits P2F and P5A. The Proposed Project and its Permitting History On March 30, 2004, the Browns submitted to the Department an application for a CCCL permit to allow them to construct an addition to their existing residence on Lots 5 and 6 (“the Project” or “the proposed construction”). The Project will include the renovation of the existing residence, additional residential space in an elevated structure on a pile foundation that will be connected to the existing residence, an elevated swimming pool and deck on a pile foundation, and a driveway made of pavers. There will be a concrete slab under a portion of the new elevated structure in the vicinity of the existing shed that will be enclosed and used as a two-car garage. See Browns’ Exhibit 14, sheet 9; Transcript, Volume 2, at 163-64. The finished floor elevation of the garage slab will be 7.0 feet above sea level/NGVD,3 which is slightly lower than the 8.4-foot finished floor elevation of the Browns’ existing residence. The elevated portions of the proposed construction will be 19.2 feet above sea level/NGVD, with a finished floor elevation between 20.2 and 20.7 feet. The “footprint” of the proposed construction is predominately on Lot 5, but it does extend 10 to 15 feet onto Lot 6. See Exhibit P5B, blue cross-hatched area. The seaward extent of the Project is in alignment with the existing residence and deck on the Browns’ property. After completion of the Project, the Browns’ vacation home will include approximately 2,500 square feet of enclosed space. The Browns’ permit application did not mention Schrutt, whose lot is adjacent to the lots on which the Project will be located, even though the application form requires the applicant to list “[t]he name and mailing address of the owners of the immediately adjacent properties . . . .” The reason for this omission is not entirely clear. The permit application included a letter from Kevin Donohue, Building Official, on the letterhead of the City of Anna Maria, which states that “[a] review of the proposed activity described in the seventeen-page plan package for an addition and alternation to an existing single family dwelling does not contravene the City of Anna Maria Code of Ordinances, Comprehensive Plan, and the Florida State Building Code.” The “seventeen-page plan package” referenced in Mr. Donohue’s letter is the same set of plans that the Browns submitted to the Department with their application. Those plans were received into evidence as the Browns’ Exhibit 14. The parties stipulated that the City of Anna Maria building and zoning codes require structures to be set back at least 10 feet from the property line. The site plan for the Project shows the new elevated portion of the Browns’ residence exactly 10 feet from Schrutt’s Lot 4, and exactly 10 feet from the “alley” that runs between Lot 5 and Lot 10 to the north.4 Mr. Brown testified that the City prohibits on-street parking on Pine Avenue, which explains (at least in part) why the Project includes driveway pavers and a concrete slab/enclosed garage under a portion of the new elevated structure for parking. There have been no material modifications to the Project since the date of Mr. Donohue’s letter and, as discussed below, no material modifications will be necessary for the Project to satisfy the special permit conditions imposed by the Department. Thus, it is appropriate for the Department to continue to rely on the letter as proof that the Project does not contravene the applicable local codes. The survey submitted with the Browns’ permit application was dated September 4, 2002, which is approximately 18 months before the date of the application. The survey identified a “vegetation line” along the seaward edge of Lot 6 behind an area designated as “rocks,” and its also included the notation “sea oat existing” in the area between the vegetation line/rocks and the Browns' existing home as well as in the area of the Project. Neither the survey, nor any other information provided to the Department with the permit application showed the extent of the vegetation and dune features in the area of the Project with the same level of detail as is shown on Exhibits P5A, P5B and P5C and the Browns’ Exhibits 30A and 30B. By letter dated April 21, 2004, the Department requested additional information about the project, including a “topographic survey drawing of the subject property . . . from field survey work performed not more than six months prior to the date of the application.” By letters dated May 3, 12, and 13, 2004, the Browns provided additional information about the Project pursuant to the Department’s request. They did not provide a more current survey than the September 2002 survey included with the application, although they did provide a signed and sealed copy of the 2002 survey. Notwithstanding the Browns failure to provide a more current survey, the Department apparently considered the Browns’ application to be complete because on July 29, 2004, the Department advised the Browns that their CCCL permit application for the Project was approved. The Browns’ failure to comply with the technical submittal requirements relating to the survey is not material as a result of the more current and more detailed survey information presented at the final hearing. The Department’s approval of the Browns’ permit application was subject to the general permit conditions in Florida Administrative Code Rule 62B-33.0155, as well as a number of special permit conditions, including: No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the Notice to Proceed, the permittee shall submit two copies of revised site plan depicting the swimming pool and deck extending a maximum distance of 265 feet seaward of the coastal construction control line. (Italics in original). * * * All vegetation located seaward of the coastal construction control line shall be preserved except for that disturbance which is necessary for dwelling construction. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt-tolerant species within any disturbed areas seaward of the authorized structures. Plantings shall consist of salt-tolerant species indigenous to the native plant communities existing on or near the site or with out native species approved by the Department . . . . As permitted, the various components of the Project are to be located as follows: the new elevated portion of the residence, a maximum of 259.4 feet seaward of the CCCL; the addition to the existing residence, a maximum of 249.4 feet seaward of the CCCL; and the elevated swimming pool and deck, a maximum of 265 feet seaward of the CCCL. On August 16, 2004, the Browns provided a revised site plan to the Department in purported compliance with special permit condition No. 2. The revised site plan was received into evidence as the Browns’ Exhibit 9. The revised site plan does not comply with special permit condition No. 2. It continues to show the pool and deck extending 268.41 feet seaward of the CCCL and it also shows a “pool security fence” extending 272.41 feet seaward of the CCCL. By letter dated August 25, 2004, the Department advised the Browns that the distances shown on the revised site plan were not consistent with the special permit conditions, and directed the Browns to “fulfill the conditions as per the approved [permit].” The location of the Project shown on the revised site plan (Browns’ Exhibit 9) is identical to the location of the Project on the original site plan (Browns’ Exhibit 14, sheet 3). The only difference between the two site plans is that the revised site plan includes two measurements not included on the original site plan showing the seaward corners of the new elevated deck 258.41 feet and 268.41 feet seaward of the CCCL. In order to comply with special permit condition No. 2, the plans will have to be revised to eliminate those portions of the Project that extend more than 265 feet seaward of the CCCL. The Project cannot be shifted farther landward because it already abuts the 10-foot setback line. The necessary revisions to the plans can be done without shifting the Project landward by eliminating a relatively small area of the deck and portions of the pool security fence. The Browns’ ability to satisfy the Department's special permit conditions by making minor modifications to the Project and not encroaching into the 10-foot setback distinguishes this case from the Negele case.5 Dunes, Generally A dune is a mound of sand lying upland of the beach that has been deposited by natural or artificial means and that is subject to fluctuations in configuration and location. It is not necessary for a mound of sand to be covered with vegetation to be considered a dune. However, vegetation promotes the growth of dunes and helps to stabilize dunes by trapping wind-blown sand. The expert testimony in this case (e.g., Transcript, Volume 1, at 147-48, and Volume 3, at 26-28) identified three different types of dunes -- significant, primary, and frontal -- and described each type consistent with the statutory and rule definitions quoted below. A “significant dune” is a dune that has “sufficient height and configuration or vegetation to offer protective value.” Fla. Admin. Code R. 62B-33.002(17)(a) (emphasis supplied). A “primary dune” is a significant dune that has “sufficient alongnshore continuity to offer protective value to upland property.” Fla. Admin. Code R. 62B-33.002(17)(b). A “frontal dune” is the “first [dune] which is located landward of the beach and which has sufficient vegetation, height, continuity, and configuration to offer protective value.” § 161.053(6)(a)1., Fla. Stat. (2004) (emphasis supplied).6 Thus, a primary dune need not have vegetation so long as it has sufficient height, configuration, and continuity to offer protective value, but a frontal dune must have vegetation in addition to height, configuration, and continuity that offers protective value. The Browns’ contention to the contrary (e.g., Browns’ PRO, at 18) is rejected based upon the unambiguous statutory and rule language. Dunes in Southwest Florida are generally lower in height than are dunes in other parts of the state. However, the dunes on Anna Maria Island, including the dunes on and in the vicinity of the Browns’ property, are substantial for Southwest Florida. The Beach-Dune System on and in the Vicinity of the Browns’ Property The beach on and in the vicinity of the Browns’ property has been relatively stable over at least the past several decades. In recent years, the stability of the beach is due in part to several beach nourishment projects undertaken by Manatee County pursuant to a shore protection plan authorized by the federal government in 1975 for Anna Maria Island. The most recent project, completed in 2002, included the beach on the Browns’ property and advanced the MHWL approximately 200 feet seaward. The shore protection plan is scheduled to continue through 2025, which will help to ensure the continued stability of the beach on and in the vicinity of the Browns’ property. It is undisputed that a primary dune runs across the Browns’ property. The parties disagree, however, as to whether that dune is also the frontal dune. The location of the primary dune on the Browns’ property is best shown on Exhibit P5B by the highlighted yellow lines. The seaward toe of the dune is in the vicinity of the six-foot contour line on Lot 6, and the landward toe of the dune is in the vicinity of the six-foot contour line on Lot 5. The dune is several hundred feet in length. It continues to the north of the Browns’ property onto Lot 10, and it continues to the south of the Browns’ property seaward of Pine Avenue. See Exhibit P5C and the Browns’ Exhibit 30B. The dune runs in a more northwesterly direction than does the shoreline. As a result, the portion of the dune that is seaward of Pine Avenue (to the south of the Browns’ property) is further seaward than the portion of the dune on the Browns property, which in turn, is further seaward of that portion of the dune on Lot 10. Id. The width of the dune varies. In the area of the proposed construction on the Browns’ property, the dune is 20 to 45 feet wide. The dune’s highest point on the Browns’ property is 7.8 feet. Its highest point on Lot 10 is 8.3 feet, and its highest point in the area seaward of Pine Avenue is 9.4 feet. The dune is vegetated with sea oats, sea grapes, and century plants, all of which are native salt-tolerant species. The vegetation on that portion of the dune on the Lots 5 and 6 is dense and mature. It is undisputed that the dune, in its current state, offers some protective value to upland properties, including the Petitioners’ properties. The evidence does not quantify the extent of the protection currently provided by the dune or the degree to which that protection will be diminished after the Project is constructed on the dune. Neither Petitioners’ expert coastal geologist nor the Browns’ expert coastal engineer did any modeling regarding the level of storm (e.g., 5-year, 10-year, etc.) that the dune provides protection against. The experts agreed, however, that the dune would likely not provide any significant protection against a 25-year or 50-year storm, which would have storm surges that exceed the height of the dune. There are dune features on the Browns’ property seaward of the primary dune described above. Those features, which were characterized as "incipient dunes" by Petitioners' expert coastal geologist, are delineated with red shading on the Browns’ Exhibit 30B and can be seen in several of the photographs received into evidence (e.g., Exhibits P2C and P2L, and Browns’ Exhibit 17L). Those dune features do not qualify as frontal dunes because they are sparsely vegetated (if at all), small in height (generally six inches or less), lack continuity, and offer no real protective value. Because the primary dune described above is the most seaward dune on the Browns’ property that has sufficient vegetation, height, continuity, and configuration to provide protective value, it is the frontal dune.7 Assessment of the Project’s Impacts An applicant for a CCCL must demonstrate that the impacts of the project have been minimized and that the project will not destabilize a primary or frontal dune or cause a “significant adverse impact,” as that phrase is defined in Florida Administrative Code Rule 62B-33.002(31)(b). The proposed construction at issue in this proceeding will be located on the frontal dune and will result in the removal of all of the existing vegetation on that dune within the “footprint” of the new structure. The evidence was not persuasive that the removal of that vegetation, although extensive, will destabilize the dune or result in a “significant adverse impact” to the beach-dune system due to increased erosion by wind or water. Indeed, there will still be dense vegetation seaward of and to the north and south of the new structure, and any vegetation outside of the “footprint” of the Project that is impacted by construction must be mitigated in accordance with the special permit conditions quoted above. The Project, as permitted, will not interfere with the beach-dune system’s recovery from coastal storms or cause the dune to become unstable or suffer a catastrophic failure such that its protective value to upland properties is significantly lowered. Indeed, there was no credible evidence that the Browns’ existing on-grade residence, which has existed since the 1920's on the same dune that the proposed structure will be located, has adversely impacted the recovery of the beach-dune system or the dune’s protective value. It is not necessary to evaluate the cumulative impacts of the Project because there was no evidence of any similar projects in the vicinity of the Browns’ property that have been permitted or for which a permit application is pending. Indeed, the only credible evidence related to this issue involved the Department’s denial of a permit for construction on the adjacent Lot 10, which generates no cumulative impact concerns and does not establish “precedent” in this case because the Department evaluates each CCCL permit application on its own merits. The Project, as permitted, will not result in a net removal of in situ sandy soils from the beach-dune system. The 33 cubic yards of soil that will be excavated for the Project will be spread on the Browns’ seaward lots and, therefore, will remain in the impacted beach-dune system. The Project will be elevated above the projected 100- year storm surge height and will meet applicable building code requirements. As a result, structure-induced scour will be minimized and will not cause any significant adverse impacts to the beach-dune system or the upland properties. The Project will be constructed in accordance with the Florida Building Code, which will minimize the potential for wind and waterborne missiles. The depth of the swimming pool is limited to 4.5 feet and its bottom elevation will be 3.8 feet above sea level/NGVD, which will minimize the amount of excavation necessary for the pool. The permit requires the excavated material to be placed “[i]n and around the proposed swimming pool area,” so there will be no net loss of material from the immediate area of the pool. Even though the proposed construction will be located on the frontal dune (rather than a sufficient distance landward of it), the Project will not have a significant adverse impact on the stability of the beach-dune system or preclude natural shoreline fluctuations. Indeed, the fact that the Browns’ existing residence has apparently not adversely impacted the stability of the beach-dune system or natural shoreline fluctuations over the past 80 years undermines Petitioners’ contentions regarding the potential adverse impacts of the proposed structures. The line of continuous construction identified by the Department during its review of the Browns’ permit application was 244 feet seaward of the CCCL, which is consistent with the findings in the Negele case. See Exhibit P30, at 14. The line of continuous construction is not a line of prohibition, but rather it is only a factor that must be considered in conjunction with all of the other permitting criteria in the statutes and the Department’s rules. There is evidence indicating that the line of continuous construction is more than 244 feet seaward of the CCCL. For example, the aerial photograph received into evidence as the Browns’ Exhibit 18A shows that the existing structures on the adjacent properties (particularly those to the south of Pine Avenue and those to the north of Elm Avenue8) are farther seaward than the Browns’ residence, which itself is more than 244 seaward of the CCCL. Consistent with the aerial photograph, the Browns’ Exhibit 30A depicts what is referred to as the “existing line of construction established by major structures in the area” seaward of the Browns’ deck, which as note above, is approximately 262 feet seaward of the CCCL. The Project, as permitted, extends to a maximum of 265 feet seaward of the CCCL and, as reflected on Exhibit P5B, a majority of the proposed construction is seaward of the 244-foot line. However, the Project (as proposed and as permitted) is landward of the line depicted on the Browns’ Exhibit 30A. The location of the proposed construction is not contrary to the Department’s rules even if the 244-foot line identified by the Department is correct because the Project is in alignment with the Browns’ existing residence and because there was no credible evidence that the existing residence has been unduly affected by erosion. The native salt-tolerant vegetation (e.g., sea oats, sea grapes, and century plants) impacted by the Project are dense and mature, and the degree of disturbance is significant. However, as noted above, there will still be dense vegetation seaward of and to the north and south of the proposed construction that will not be impacted and that will continue to provide protective value for the dune system and upland properties. Florida Administrative Code Rule 62B-33.005(11) requires disturbances to the existing native salt-tolerant plant communities to be “limited.” That rule also requires construction to be located “where possible” in previously disturbed areas. Locating the Project in the previously disturbed areas of Lot 5 rather than on the frontal dune would not increase adverse impact to the beach-dune system and, indeed, may reduce the impact by limiting disturbances to the existing native salt- tolerant plant communities. However, the Project could not be relocated into the disturbed areas because those areas are considerably smaller than the “footprint” of the proposed construction, particularly when the set-backs required by the local code and the on-street parking restrictions are taken into account. In sum, the preponderance of the evidence establishes that despite the its location on a portion of the densely vegetated frontal dune, the Project satisfies the permitting criteria in the Department’s rules and will not result in “significant adverse impacts” to the beach-dune system or upland properties. In making the foregoing findings, the undersigned did not overlook the contrary opinions of Petitioners’ expert coastal geologist. However, the undersigned found his testimony regarding the impact of the Project on the beach-dune system to be less persuasive the testimony of the Browns’ expert coastal engineer on that issue. Other Considerations The Project will not interfere with the public's lateral beach access, nor will it interfere with public access to the beach from Pine Avenue. The parties stipulated that the Project does not raise any concerns relating to sea turtles. The Project will effectively block Schrutt’s view of the Gulf of Mexico from her vacation home, and it will impair the Youngs’ view of the Gulf of Mexico from their vacation home.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department issue a final order approving the Browns’ permit application subject to the general and special permit conditions referenced in the Department’s July 29, 2004, letter and permit. DONE AND ENTERED this 15th day of August, 2005, in Tallahassee, Leon County, Florida. S T. KENT WETHERELL, II 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 15th day of August, 2005.
The Issue At issue in this proceeding is what costs, if any, are recoverable by petitioner as a consequence of its successful prosecution of an appeal from the agency's final order heretofore rendered in the above-styled matter.
Findings Of Fact Background On January 14, 1988, respondent, Key Biscayne Limited partnership, formerly known as Biscayne Beach Hotel Association, Ltd. (the "Hotel") , filed an application with Respondent, Department of Natural Resources (DNR), for a coastal construction control line (CCCL) permit authorizing it to conduct construction activities seaward of the Dade County CCCL on Key Biscayne, Florida. As proposed, the Hotel, which currently owns the Sonesta Beach Hotel on Key Biscayne, sought authorization to construct a nine-story 124-unit habitable addition and a one-story non habitable addition, with understructure parking, to its existing facility. Incident to such construction, the Hotel also sought authorization to construct a deck and jacuzz-type hot tub south of the addition, and authorization to excavate approximately 1,400 cubic yards of fill for the pile foundation and caps, and to deposit such fill seaward of the CCCL. Excavation for the foundation would extend a maximum of 177 feet seaward of the CCCL and placement of the excavated material would extend a maximum of 300 feet seaward of the CCCL. On August 11, 1988, DNR issued a notice of intent to approve the Hotel's application and to is sue a CCCL permit subject to the following special conditions: The issuance of the permit placard shall be withheld pending staff receipt and approval of: Two sets of specifications and final certified construction plans accurately dimensioned with elevation referenced to NGVD. Details of the foundation of the 9-story and single- story addition, pile/pile cap/column connections, column/floor slab and roof slab connections, cantilevered balconies, garage floor slab, breakaway walls, storm drainage and domestic waste disposal, and fences shall be included in the plans. Two sets of certified dimensioned site plans showing the location of the control line, existing sea grape trees, the placement of excavated material seaward of the control line, and species of salt-resistant vegetation. The site plans shall be subject to review and acceptance by the Bureau staff. Evidence that written notice has been recorded in the deed covenants and restrictions for the subject property that: The construction of any future rigid coastal protection structures on the property shall be prohibited. The deed covenants and restrictions shall be recorded in the public records of Dade County. Such deed covenants and restrictions shall be enforceable and shall not be altered unless approved by the Department of Natural Resources. The use of gravel or other similar materials or structures with the potential for becoming aerodynamically propelled missiles shall not be included in the construction of the roof. Salt-resistant vegetation such as sea oats, sea grape, panic grass, salt jointgrass, and/or other approved salt- resistant species shall be planted on the fill area. In addition, the permittee shall irrigate and apply fertilizer as appropriate for the particular species planted until the vegetation is established. A 75 percent survival rate of the vegetations shall be ensured and replanting shall be conducted until a 75 percent overall survival rate is attained and until any sizeable barren portions of the area are covered. The excavated fill material to be placed on the beach shall consist of material compatible in grain size and coloration as the native beach sand and shall come from a source located landward of the coastal construction control line. The main structure of the addition shall not extend further seaward than the projected line of the existing retaining wall located seaward of the existing swimming pool. Petitioner, Key Biscayne Council (the "Council"), filed a timely protest of DNR's action. Essentially, the Council contended that the location of the proposed construction would be seaward of the 30-year seasonal high-water line and, therefore, prohibited by Section 161.053(6)(b), Florida Statues; that the proposed construction would adversely impact the beach-dune system and adjacent properties; that construction of similar projects along the coast would have a significant cumulative impact resulting in the general degradation of the beach or dune system along that segment of shoreline; and that the proposed construction failed to comply with the setback requirements or zoning or building codes of Dade County. The Key Biscayne Council In Its petition for formal hearing, the Council alleged that it was a not-for-profit Florida corporation which had, as one of its purposes, the preservation of the environment of Key Biscayne, including its beaches. The proof at hearing failed, however, to demonstrate that the Council enjoyed corporate status but, rather, demonstrated that it was an association formed in November 1987 to give the residents of Key Biscayne a more effective voice on matters of local interest, including the preservation of the environment of Key Biscayne. The Council is governed by nine individuals who are residents of Key Biscayne. These individuals are elected to their positions by the resident members of the association, who are also registered voters in Dade County. 4/ The Council meets at least once each month, and its meetings are open to the public. The agenda for each meeting is published in the local Key Biscayne newspaper, The Islander, the week before each meeting. Of particular interest to the Council is the preservation and protection of the beaches of Key Biscayne which form an important part of that community's and the Council members' lifestyle. To date, the Council has been a motivating force behind the enactment of Dade County Ordinance No. 89-23 discussed infra, which established the CCCL as the mandatory setback line for new construction on Key Biscayne, as well as efforts to fund a cleanup of the beaches, to establish a vegetation dune system, and to protect the sea turtle population. Here, by unanimous vote of the Council, it elected to contest the propriety of DNR's proposal to approve the Hotel's application to construct the proposed additions seaward of the CCCL. Key Biscayne and the surrounding topography Key Biscayne is the southernmost barrier island in what is now a chain of barrier islands extending southward from Miami Beach. Historically, Miami Beach was connected to some extent with Virginia Key, which lies to the north across Bear's Cut from Key Biscayne. In 1835, however, a hurricane struck the area, breached whatever connection existed between Miami Beach and Virginia Key, and formed what is now known as Norris Cut. The topography of the area was further altered in 1905 when construction of Government Cut, the navigational channel for the Port of Miami, was begun. Construction of that cut severed the southern tip from Miami Beach, and formed what is now known as Fisher Island. By 1927, a jetty had been constructed on the north side of Government Cut that created an effective barrier to any along shore sediment transport to the south. Over time the channel in Government Cut was deepened and jetties on its north and south sides extended. Today, the channel is 42 feet deep and extends two miles into the ocean. The north jetty extends 3,000 feet into the ocean, and the south jetty extends 2,750 feet into the ocean. Key Biscayne, which lies to the south of Government Cut and the other islands, is a sand island, roughly "drum-stick" in shape, formed on a limestone base, with elevations ranging from 5 1/2 to 6 1/2 feet. The northern and southern portions of its eastern shore are dominated by Crandon Park and Cape Florida State park, respectively, with development concentrated in the central portion of the island. It is along this central part of the island that the Sonesta Beach Hotel exists, and where the proposed construction is to occur. Immediately north of the existing hotel lies the Silver Sands Hotel and Sand Dollar Restaurant. To the south of the hotel lies the Sheraton Beach Hotel and Beach Club and, further south, the Key Biscayne Hotel and Villas. 5/ Although Key Biscayne is generally subject to mild weather conditions and a low energy environment, it has been subjected to erosion along its eastern shore, with the more severe erosion occurring along the central portion of its shoreline. Seaward of the northern and southern portions of its eastern shore, sand shoals exist which tend to dampen the force of wave energy that would otherwise be exerted against that stretch of coast line. The center of the island is not, however, accorded similar protection and the consequent concentration of wave energy causes sand to be transported from the center of the island to its outer ends. As a result, the central portion of the island, where the subject development is proposed, has historically eroded at a faster rate than the north or south ends of the island. In September 1984, as a consequence of the severe erosion suffered to the eastern shore of Key Biscayne, Dade County was authorized to place over 411,000 cubic yards of sand along approximately 10,000 feet of shoreline on Key Biscayne, and to construct a terminal structure at the south end of the island. The beach was restored by hydraulically pumping sand onto the beach from an offshore dredge and then redistributing the sand with a bulldozer. The resulting beach is characterized as "plan form," and is expected to assume a natural profile over time by responding to the natural forces of wind and waves. The fill pipes which were used to pump sand onto the beach were removed from the area of the Sonesta Beach Hotel on July 3, 1987, and the reprofiling or redistribution of sand in that area was completed around July 20, 1987. On September 26, 1987, the renourishment project was certified complete. The 30-year erosion projection Section 161.053(6)(b) Florida Statutes, provides that DNR may not issue a permit for construction seaward of the CCCL, except for certain specific structures not pertinent to this case, if the structure is "proposed for a location which, based on the department's projections of erosion in the area, will be seaward of the seasonal high-water line within 30 years after the date of application for such permit." The "seasonal high-water line" is a creature of statute, and is defined by Section 161.053(6)(a), Florida Statues, as "the line formed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high-water." Here, the seasonal high-water line, which is established as an elevation, calculates to approximately 5.4 feet NGVD, and according to the survey dated August 1, 1987, which was submitted with the Hotel's application, currently derives a line that is approximately 375 feet seaward of the proposed construction. To establish the 30-year erosion projection, DNR proposes to horizontally shift the profile which was depicted on such survey in a landward direction a distance equal to the expected erosion rate over a 30-year period. Ordinarily, DNR would calculate a 30-year erosion projection based on historic erosion rates, referred to as "horizontal change rates" in Rule 16B- 33.024, Florida Administrative Code, by reviewing two or more historical surveys taken over a period of time, and measuring the amount of shoreline recession that had occurred during that period. From that figure, an erosion rate would be derived by dividing the number of years which elapsed over the period of record chosen into the amount of shoreline recession that occurred during that period. The result would be the historic erosion rate which, when multiplied by 30, would establish the location of the 30-year seasonal high-water line. However, where, as here, the beach as been renourished, consideration of the effect and performance of such project must also be considered in making the 30- year erosion projection. Rule 16B-33.024(3)(e), Florida Administrative Code. Accordingly, to determine the expected location of the seasonal high-water line in 30 years in this case, it is necessary to establish a historical shoreline change rate and to evaluate the effect and performance of the beach renourishment project. To establish an appropriate historical erosion rate for the subject site, consideration must be given to both the tidal datum relied upon to obtain the rates, and the time period selected as the period of record for analysis of historic shoreline change rates. With regard to tidal datums, the Department's rule provides that horizontal shoreline change rate values may be obtained from one of several available tidal datums, including mean high-water, mean sea level, and mean low-water. Rule 16B-33.024(3)(a), Florida Administrative Code. However, the preferred and more reliable tidal datum to use in assessing historic erosion rates is the line of mean high-water. The time period used in calculating the historic shoreline change rate is required by DNR's rule to extend from the date of the field work for the applicant's survey, which was submitted as part of the application, to the earliest date for which reliable information is available. Rule 16R- 33.024(3)(b) Florida Administrative Code. The historic shoreline change rate analysis should generally include data from points 3,000 feet on either side of the proposed construction, with the change rate for each point averaged for the time period chosen. Rule 16R-33.024(3)(g), Florida Administrative Code. In the event that coastal or shoreline protection structures exist which have influenced the shoreline data for any of the reference points, such influence must be addressed, and if such influence renders the data unreliable the rate data obtained from that point during the period of influence must be rejected. 6/ Rule 16B-33.024(3)(c), Florida Administrative Code. Historic shoreline change rates for the subject project are properly determined by reference to DNR reference monuments R-101 to R-106, located on Key Biscayne. Monument R-104 is the closest monument to the project site, lying approximately 180 to 200 feet south of the site, with the project lying between monuments R-103 and R-104. To facilitate an accurate determination of historic shoreline change rates, DNR has created the Beaches and Shores Growth Management Data Base (DNR Data Base), which consists of data from primary source maps from various governmental agencies, including the United States Coastal and Geodetic Survey, National Ocean Survey, and United States Geologic Survey. These maps have been digitized relative to the DNR monuments, which are located along- the coast at- approximately 1,000-foot intervals, and the resulting data is used to assess shoreline changes over time. Inherent in these shoreline changes are the effects of natural forces on the shoreline, such as wind, wave height, and temperature. Pertinent to this case, the surveys available in the DNR Data Base prior to 1989 were those of 1851, 1919, 1927, 1935, 1945, and 1962. In or about February 1989, DNR contracted with Florida State University to redigitize maps of Key Biscayne. As a consequence, the accuracy of existing data was enhanced and a new survey, the 1913 United States Coastal and Geodetic Survey Map, was added to the DNR Data Base. The addition of the 1913 survey to the DNR Data Base is significant to this case, since the proof demonstrates that the data derived from the 1919 survey is unreliable and should be disregarded. Accordingly, the surveys that may be reasonably relied on in this case are those of 1851, 1913, 1927, 1935, 1945, and 1962. In selecting the appropriate period to determine the historic change rate in this case, several factors should be considered. First, in 1926 a hurricane, which came very close to Key Biscayne, resulted in severe damage to the beach. This storm was reported as at least a 100-year storm event, and is the major storm of record for the area. The 1926 storm, as a naturally occurring event, should be taken into consideration in arriving at an historic erosion rate, but should not be allowed to bias the data. Accordingly, any survey immediately preceding it should not ordinarily be used as a starting point for determining an historic erosion rate, because it would overestimate the historic change rate. Similarly, the immediate post-storm survey of 1927 should not be used as the starting point for determining the historic change rate, since this data would overestimate the effects of the post-storm rebound (accretion), but ignore the erosion caused by the 1926 storm and artificially lower the erosion rate. Finally, the 1962 survey should be the most recent survey used to establish an historic erosion rate, since it marks the end of the predevelopment phase of the study. In the mid-1960's, shoreline structures (seawalls) were erected along portions of the coast, and a beach renourishment project was carried out at Crandon Park in 1969 resulting in filling at DNR Monument R-101. These events render post 1962 data unreliable in assessing an historic change rate. Here, the proof demonstrates that the appropriate time period for analyzing the historic change rate is 1851 to 1962. Based on an analysis of the historic change data for such period, the appropriate historic erosion rate for the project site is -2.3 feet per year. In reaching the foregoing conclusion, the Council's contention that pre-1919 survey data should be rejected in deriving an historic change rate because the construction of Government Cut had, by 1927, interrupted a littoral supply of sand in the neighborhood of 200,000 to 400,000 cubic yards of sand to the south has not been overlooked. However, the more credible proof demonstrates that the littoral transport of sand along this area of Florida's coast is approximately 10,000 cubic yards per year, and that little of that sand ever reached Key Biscayne. Accordingly, the construction of Government Cut had little, if any, impact on Key Biscayne. Also, notable to this conclusion is the fact that an analysis of the historic change rate from 1913 to 1962 calculates an historic erosion rate of -2.5 feet per year, an insignificant difference from that calculated for the period of 1851 to 1962, and the existence of an erosional trend at the central portion of Key Biscayne prior to the construction of Government Cut. Following the establishment of an historic erosion rate, the next step in assessing the expected location of the seasonal high-water line in 30 years in situations where, as here, the beach has been renourished, is a consideration of the effect and performance of such renourishment project. The importance of this analysis cannot be gainsaid, since a beach nourishment project may behave differently than the natural beach, as the nourishment may erode faster or slower than the natural beach or it may accrete. Factors which may cause a beach nourishment project to behave differently than the natural beach include project design, such as the length and width of the project, the seaward slope of the fill material, and the nature of the fill material; and, natural and manmade factors, such as offshore shoals, jetties, and breakwaters. The length and width of a project is very significant in terms of how long the project will remain in place. A project which is short in length will have a tendency to erode at a faster rate than a long project or the natural beach. This loss, referred to as "end losses" or "spreading-out losses," is not necessarily a loss of material from the system, but rather a redistribution of the sediment to the outer edges of the nourishment project. These spreading-out losses are caused by the project's exposure to waves that occur from offshore. As a nourishment project is exposed to waves, it reacts to the force of those waves by spreading out in an alongshore direction, resulting in a reduction in the overall width of the project. A longer project, such as the nourishment project in the existent case, will erode from the ends more slowly than a small project and, consequently, maintain its width and life for a greater period of time. The seaward slope of the nourished beach will also affect the project's performance. When a nourishment project is constructed, the seaward slope of the beach may initially be steeper than the slope which existed prior to nourishment, and may be irregular in shape compared to the natural shoreline. During the slope adjustment process, gravity and waves act on the shoreline to create a more natural slope and shape. During this process, the upland portion of the beach, as well as any irregularities in the shoreline, will experience shoreline recession, with the material being redistributed along shore and offshore. This adjustment process, and the effects it will have on the project's performance, may extend over several years after nourishment is completed. The grain size of the material used in the nourishment project can also affect the performance of the project. If the sediments used to construct the nourishment project are essentially of the same grain size and quality of the sediments which existed on the natural beach, then the nourished beach can be expected to perform, after initial slope adjustment, in much the same manner as the natural beach.. Natural features or manmade structures which may affect the performance of the nourishment project include the shoreline and offshore characteristics of the area that can increase or slow the rate at which the material may otherwise erode, or a groin or natural feature that would tend to confine the project and prevent or minimize spreading-out losses. Here, the nourishment project is a long project, approximately 10,000 feet in length. This factor will contribute favorably to the project's longevity. The material used in the nourishment project is very similar to that which existed on the natural beach. Therefore, after initial slope adjustment, the nourished beach should perform in a manner similar to the natural beach. Finally, the portion of the beach fronting the hotel is bordered to the north and south by areas which are historically stable or accreting. This factor should stabilize the ends of the project, and reduce the alongshore spread which would otherwise occur. In sum, after the slope and shoreline have adjusted to a natural profile and shape, the nourishment project should perform in a manner very similar to the pre-nourishment beach. While the nourishment project should ultimately perform similar to the pre-nourished beach, little time has elapsed since completion of the project for slope and shoreline adjustment or to demonstrate stabilization. Here, the nourished beach was profiled by man (bulldozers), with the reprofiling in she area of the hotel being completed around July 20, 1987. The Hotel submitted its application for the subject permit on January 14, 1988, together with a survey of the area dated August 1, 1987. Based on this survey, DNR proposes to establish the 30-year seasonal high-water line by horizontally shifting the profile depicted on the survey in a landward direction. To predict the performance of the beach nourishment over time, the Hotel offered the results of an analytical computer model run by Dr. Robert Dean, an expert in coastal and oceanographic engineering and coastal processes. That model predicts spreading-out losses," and considers site specific factors that will affect the nourishment project, including pre-existing shoreline conditions, size and quality of the beach fill, volume, length of the project, conditions at the end of the fill, and the affect of wave forces on the coast. The wave data relied upon by Dr. Dean to drive his model was derived from a wave gauge located just north of Government Cut. The wave characteristics at Key Biscayne are, however, dissimilar to those experienced off Miami Beach due to the wave damping characteristics of the offshore area of Key Biscayne. While dissimilar, Dr. Dean opined that the data from Miami Beach could be reliably used as a conservative estimate of the force of waves at Key Biscayne, and that his model would, thereby, present a worst case scenario or prediction of spreading-out loss of sediment on the nourished beach. Based on such analysis, Dr. Dean predicted that shoreline recession on the nourished beach, attributable to spreading-out losses, would amount to 28 feet over the next 30 years, most of which would occur in the early years of the project. When combined with the historic change rate of -2.3 feet per year for 30 years, Dr. Dean calculates that 97 feet of erosion will occur at the subject site over a 30-year period, and that at the end of that period the proposed addition will be 102 feet landward of the seasonal high-water line. DNR also made an erosion projection to predict the performance of the beach nourishment over time. In its analysis, DNR relied on monitoring data Dade County had gathered regarding the performance of the project. Such data measured, at various monuments, the amount of accretion or erosion that had occurred within the first 6 months of the project, and the amount of accretion or erosion that had occurred over the next 12 months of the project. The data was not, however, complete for all monuments within 3,000 feet of the hotel, and was otherwise unpersuasive for reasons hereinafter discussed. In performing its analysis, DNR chose to focus on one monument, PL-5- DC, which is located 200 feet north of the hotel. The data at that monument showed that within the first six months the mean high-water line (MHWL) had receded 22 feet, and that over the next 12 months it had receded an additional 10 feet. Assuming a constant rate of erosion based on those two time points, DNR concluded that initial slope adjustment or stabilization would occur within four years, and that shoreline recession on the nourished beach over that 4-year period would amount to -41.6 feet. When combined with an historic change rate of -2.3 feet for the next 26 years, DNR's methodology calculates that 101.4 feet of erosion will occur at the subject site over a 30-year period, and that at the end of that period the proposed addition will be 99 feet landward of the seasonal high-water line. 7/ While Dr. Dean's model and DNR's analysis of Dade County data may yield similar results, neither methodology is, under the circumstances of this case, persuasive proof of how the nourishment project will perform or where the 30-year seasonal high-water line will be located. Here, the proof demonstrates that Key Biscayne enjoys a low-energy environment, and that the only force of significance ordinarily exerted along its coast occurs during the winter months when northeasters impact its shoreline. It is this wave energy that would, under normal circumstances, mold or adjust the seaward slope and shoreline of the nourishment project until it reached a more natural slope and shoreline, and after which the rate of erosion would be consistent with the historic change rate. However, since completion of the nourishment project, Key Biscayne has enjoyed unusually mild weather conditions, and the usual winter storms have not occurred. Consequently, the nourishment project has yet to be subjected to the forces of nature which can be reasonably expected to ultimately mold or adjust its seaward slope and shoreline. DNR's conclusion that the nourishment project will reach stability within four years, based on its analysis of the meager data provided by Dade County, is simply unpersuasive. That data, which appears on page 6 of DNR's exhibit 5, showed that at monument PL-5-DC the MHWL had receded 22 feet in the first six months of project existence and 10 feet over the course of the next 12 months. Based solely on these two measurements, DNR calculated a straight line decreasing rate of erosion to conclude that within four years the project would erode at the historic change rate. DNR's methodology and assumption, based on only two points of measure within the first 18 months of project existence, is not credible or persuasive proof of how the nourishment project will perform, and is rendered even less persuasive In view of the mild weather that affected Key Biscayne during such time period. Dr. Dean's opinion, based on his analytical computer model, which assessed shoreline recession on the nourished beach attributable to spreading- out losses, is likewise unpersuasive proof of how the nourishment project will perform. While Dr. Dean considered spreading-out losses and the historic change rate in reaching his conclusion, he failed to address offshore losses of sediment that will occur as the seaward slope of the project adjusts to a more natural profile. Here, the proof demonstrates that the seaward slope was constructed much more steeply than the natural slope, and that in the first 18 months of project existence significant quantities of fill have been lost offshore. At monument PL-5-DC the slope remains steep. Notably, while Dr. Dean calculated a spreading-out loss for the life of the project of 28 feet under what he termed a worse case scenario of wave height, the MHWL at the nourishment project has already receded 32 feet, under mild weather conditions, in the first 18 months of existence. Compared with Dr. Dean's and DNR's conclusions, the Army Corps of Engineers (Corps), which designed the nourishment project, calculated a loss rate of approximately 22,000 cubic yards of fill each year. Should the project perform consistent with the Corps' estimate of project life, it will have receded to the Dade County erosion control line within 10 years, and over the course of the next 20 years to a point such that the proposed addition would lie seaward of the 30-year seasonal high-water line. Under the circumstances of this case, a calculation of the probable location of the 30-year seasonable high-water line, based on the Corps' estimate of the performance of the nourishment project, is more compelling than that of Dr. Dean or DNR. 8/ Impact on the beach and dune system Where, as here, construction is proposed seaward of the CCCL, Section 161.053(5)(a)3, Florida Statutes, requires DNR to consider the potential impacts which the location of the proposed structures or activities may have on the beach-dune system. That system includes the beach, the dunes, and the overwash areas, which are interrelated by the sediment erosion and accretion process. 9/ DNR's analysis of potential impacts to the beach-dune system includes both short-term and long-term impacts of proposed construction. Short-term impacts are those which may arise during construction of a project and are often a concern in sensitive areas, such as those areas characterized by natural dune features and dune-stabilizing vegetation. Long-term impacts of a project may include increased flooding caused by a lowering of dunes and increased erosion caused by a lowering of dunes or by a net loss of sand from the beach-dune system. Impact to the beach-dune system can also be caused by increased pedestrian traffic associated with the construction of a major habitable structure. Pedestrian-caused impacts are, however, a potential concern only in areas where there are dune features and stabilizing vegetation which could be destroyed. In the absence, of these dune features, pedestrian traffic has no significant impact to the beach-dune system. Here, the site of the proposed construction does not have any prominent dune features or stabilizing dune features or stabilizing dune vegetation. In fact, the site is the present location of an asphalt parking lot, which extends 40 feet seaward of the footprint of the proposed construction. Construction of the project will not result in any net excavation of material. Since dunes will not be lowered and there will be no net loss of material, there will be no increased flooding or erosion caused by the project. Under such circumstances, the proof demonstrates that there will be no long-term or short-term impacts to the beach-dune system occasioned by the project. Adverse cumulative impact on the beach-dune system Section 161.053(5)(a)3, Florida Statutes, also requires DNR to assess the potential cumulative impacts to the beach-dune system that may be caused by construction seaward of the CCCL. Here, the proof demonstrates that the proposed project, either singularly or in combination with other existing or similar projects, would not have any adverse impact to the beach-dune system. Impact on adjacent property Construction activities proposed for a location seaward of the CCCL are also analyzed by DNR to assess their impact on adjacent properties. Rule 16B-33.007(2), Florida Administrative Code. Such analysis includes a determination of whether construction activities will be confined on-site; whether a lowering of dunes will occur such that increased flooding on adjacent property could occur; whether elevations on the proposed construction site will be lowered such that flooding of adjacent property could occur; and whether proposed construction, in the event of a major storm event, would potentially increase erosion on adjacent property. Here, the proof demonstrates that construction activities will be confined on site, there will be no lowering of the dunes or elevations, and that there will be no net excavation of materials such that any increased risk of flooding or erosion could occur to either the project site or to adjacent properties. Interference with public beach access One purpose of CCCL permitting is to preserve public beach access. Sections 161.053(1) and (5)(e), Florida Statutes. "Public access" is defined as "the public's right to laterally traverse the sandy beaches of this state where such access exists on or after July 1, 1987." Section 161.021(1), Florida Statutes. The public presently does not have east-west access to the beach at the Sonesta Beach Hotel, and is not entitled to such access by law. The Hotel does not propose to hinder existing north-south (shore parallel/lateral) beach access, and the proposed project would not impede such access until the seasonal high-water line receded to the project. 10/ While the project might limit lateral access at times once the seasonal high-water line recedes, such impact would be de minimis in the instant case since construction of the project would not be seaward of existing structures on the Hotel's property. Compliance with local zoning requirements In order for a permit application to be deemed complete, an applicant must provide DNR with written evidence, provided by the appropriate local governmental-agency having jurisdiction over the activity, that the proposed development does not contravene local setback requirements or zoning or building codes. Rule 16B-33.008(2)(c), Florida Administrative Code. By letter dated February 10, 1988, the Hotel submitted to DNR a letter from Metropolitan Dade County's Department of Building and Zoning which indicated that the site plan for the proposed project was consistent with existent regulations. On April 21, 1988, DNR deemed the Hotel's application complete. While not contesting the consistency of the proposed project with local regulations at the time the Hotel's application was deemed complete, the Council contends that subsequent events have rendered its proposal inconsistent with such regulations. In this regard, the proof demonstrates that the Hotel received site plan approval for the proposed addition from Dade County in November 1988, but that its application for a bull ding permit was denied and returned to the Hotel for further action. To date the Hotel has not sought to further process such application with the County. On April 4, 1989, Dade County enacted Ordinance No. 89-23, effective April 14, 1989, relating to construction seaward of the CCCL on Key Biscayne. Pertinent to this case, the ordinance prohibits the new construction of major habitual structures and severely restricts the construction of nonhabitable structures seaward of the CCCL, absent a variance. At hearing, no proof was offered that any portion of the proposed project would qualify for a variance, or that the nonhabitable portion of the project complied with the requirements of the new ordinance. 11/
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that a final order be entered denying the Hotel's application to construct and excavate seaward of the CCCL. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 5th day of September 1989. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 5th day of September, 1989.
The Issue All Three Cases Whether the Petitioners have standing to bring their respective challenges pursuant to Section 120.56(4), Florida Statutes? Case No. 10-5348RU Whether either or both Original Specific Condition 1 and the Department ECL Position constitute a rule? Case Nos. 10-6205 and 10-8197 Whether Specific Condition 5 constitutes a rule? Attorney's Fees Whether an order should be entered against the Department for costs and attorney's fees under Section 120.595(4), Florida Statutes?
Findings Of Fact The Draft Permit The Draft Permit (and its revisions) authorizes the County "to construct the work outlined in the activity description and activity location of this permit and shown on the approved permit drawings, plans and other documents attached hereto." Joint Exhibit, Vol. III, Tab 9, page 3 of 26. The "activity description" and the "activity location" are detailed on the first page of the Draft Permit. See Joint Exhibit, Vol. III, Tab 9 (first page of 26). The drawings, plans and other documents attached to the Draft Permit are contained under Tab 10 of Volume III of the Joint Exhibit. The Parties Petitioner Guidry is co-trustee of the Guidry Living Trust (the "Guidry Living Trust"). He has independent authority to protect, conserve, sell, lease, encumber or otherwise dispose of trust assets. Those assets include a condominium unit in the Oceania Condominium. The condominium unit owned by the Guidry Living Trust includes an undivided interest held with all other unit owners in the common property at the Oceania Condominium. The common property includes real property that fronts the Gulf of Mexico located at 720 Gulf Shore Drive in the City of Destin, Florida. The real property has the MHWL of the Gulf of Mexico as its southern boundary. Petitioner Oceania is a condominium association established pursuant to Florida's Condominium Act, Chapter 718, Florida Statutes. It does not own any real property. Mr. Guidry testified that he is authorized in his capacity as president of the Association to initiate and pursue this administrative proceeding on its behalf. No documents were entered in evidence reflecting that Oceania's Board of Directors approved the filing of the petition. The owners of condominium units at the Oceania Condominium, including the Guidry Trust, comprise the membership of Oceania. The unit owners all own undivided shares in the Oceania Condominium common property including the real estate that extends at its southern boundary to the MHWL of the Gulf of Mexico. The owners did not vote on whether to file the petition in Case No. 10-05348RU. Petitioners David and Rebecca Sherry are leaseholders of real property where they reside. Located at 554 Coral Court, Number 511, Fort Walton Beach, Florida 32548, the property is in an area in Okaloosa County on Santa Rosa Island that is known as Okaloosa Island. The property leased by the Sherrys is not within the Western Destin Project. Petitioner John Donovan is a leaseholder of real property located at 909 Santa Rosa Boulevard, Numbers 131-132, El Matador Condominium, Fort Walton Beach, Florida 32548, in the same area as the Sherry's residence. Petitioner MACLA II, Ltd., is a Texas Limited Partnership. Louise Brooker is its president. It owns real property which fronts the Gulf of Mexico located at 620 Gulf Shore Drive, Destin, Florida. The southern boundary of the property is the MHWL of the Gulf of Mexico. The MACLA property is located adjacent to the shoreline that is the subject of the Western Destin Project. The Betty Price Hughes Qualified Vacation Residence Trust (the "Hughes Trust") owns real property at 612 Gulf Shore Drive. Its southern boundary is deeded the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Petitioner H. Joseph Hughes is a trustee of the Hughes Trust. Petitioner Kershaw Manufacturing Company, Inc., an Alabama corporation, is the owner of real property located at 634 Gulf Shore Drive, Destin, Florida. Its southern boundary the property is the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Royce Kershaw is the president of the Kershaw Manufacturing Company. He testified that as president of the company, he has the authority to act on behalf of the company and has the power to bind the corporate entity. The Department of Environmental Protection is responsible for the administration of Chapter 161, Florida Statutes, Parts I and II, the "Beach and Shore Preservation Act." § 161.011, Fla. Stat. The Board of Trustees of the Internal Improvement Fund is responsible for stewardship of its public trust properties under Chapter 253, Florida Statutes. Included among those properties is the sovereignty submerged lands along the coast of the Gulf of Mexico. The ECL and the MHWL In the context of the Beach and Shore Preservation Act, the MHWL and the ECL were discussed by the Florida Supreme Court in Walton County v. Stop the Beach Renourishment, Inc., 998 So. 2d 1102 (Fla. 2008) (the "Walton County Supreme Court Case"): Pursuant to section 161.141, when a local government applies for funding for beach restoration, a survey of the shoreline is conducted to determine the MHWL for the area. Once established, any additions to the upland property landward of the MHWL that result from the restoration project remain the property of the upland owner subject to all governmental regulations, including a public easement for traditional uses of the beach. § 161.141. After the MHWL is established, section 161.161(3) provides that the Board must determine the area to be protected by the project and locate an ECL. In locating the ECL, the Board "is guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible." § 161.161(5). Pursuant to section 161.191(1), this ECL becomes the new fixed property boundary between public lands and upland property after the ECL is recorded. And, under section 161.191(2), once the ECL has been established, the common law no longer operates "to increase or decrease the proportions of any upland property lying landward of such line, either by accretion or erosion or by any other natural or artificial process." Walton County, at 1108. The Pre-project MHWL in This Case and the ECL The Pre-project MHWL called for by Original Specific Condition 1 was never established. No evidence was introduced as to where the Pre-project MHWL would have been located had it been set and in particular, where it would have been located in relation to an ECL. Rod Maddox is a long-time surveyor with the Department's Division of State Land in the Bureau of Survey & Mapping. See P-244. Mr. Maddox testified about his experience with pre-project MHWLs and where they are located in relation to ECLs. Familiar with the term "pre-project mean high water line," Mr. Maddox defined it as the mean high water line prior to the placement of fill used in a beach restoration project. See id. at 29. He testified that pre-project MHWLs have been required in the many beach restoration cases with which he is familiar. He testified further that when it comes to location, there is no difference between a pre-project MHWL and an ECL. The denominations may be different but Mr. Maddox testified "as to how . . . established, I see them as one and the same." Id. at 30. Original Special Condition 1: the Pre-project MHWL On December 31, 2009, the Department issued the NOI. Attached to it was the Draft Permit. The Draft Permit contained the following paragraph as Special Condition 1: Prior to construction of the beach restoration project, the Permittee must record in the official records of Okaloosa County a Certificate, approved by the Department, which describes all upland properties (including their owners of record) along the entire shoreline of the permitted project, with an attached completed survey of the pre-project Mean High Water Line ("Mean High Water Line Survey") conducted along the entire permitted project shoreline length. The Mean High Water Line Survey must have been completed in a manner complying with Chapter 177, Florida Statutes, as determined by the Department. No construction work pursuant to this joint coastal permit shall commence until the Certificate and attached Mean High Water Line Survey have been approved and archived by the Department's Bureau of Survey and Mapping, and the Department has received proof of recording of such documents (see Specific Condition No. 4.c.). The approved Certificate and attached Mean High Water Line survey shall be attached to, and kept as part of this joint coastal permit and authorization to use sovereign submerged lands. If in the future the Permittee seeks reimbursement from the State for costs expended to undertake (construct) the permitted project, then, prior to, and as a condition of receipt of any authorized and approved reimbursement, the Board of Trustees will establish an ECL consistent with the provisions of Chapter 161, Florida Statutes. The Permittee shall be required to record such a line in the Okaloosa County official records. Joint Exhibit, Vol. III, No. 9. The Oceania Petitioners, as landowners within the Project area, challenged the issuance of the Draft Permit on January 14, 2010. See Case No. 10-0516. Among the bases for the challenge was that the Department lacked authority to implement Original Special Condition 1 and, in particular, its requirement that the County record a completed survey of the pre-project MHWL in lieu of the establishment of an ECL. On July 26, 2010, the Department revised the Draft Permit to eliminate from the Project the common property owned by the unit owners of the Oceania Condominium. The change was supported by a letter from Michael Trudnak, P.E., of Taylor Engineering, Inc., on behalf of the County which stated: "On behalf of Okaloosa County, Taylor Engineering submits this request to modify the project area and Draft Joint Coastal Permit for the Western Destin Beach Restoration Project [file nos. excluded]. The applicant has decided to remove the Oceania Condominium property from the beach fill placement area." Joint Exhibit, Vol. III, Tab 15, Exhibit A. The revised project, as described in permit drawings enclosed with Mr. Trudnak's letter includes two reaches: Reach 1 extends from the east jetty of East Pass to approximately 600 ft east of FDEP reference monument R-22 (R22.6) and Reach 2 extends from approximately 200 ft east of R-23 (R-23.2) to R-25.5. The Oceania Condominium property is in the gap between the two beaches. Additionally, the letter requested that the Department modify Specific Condition 1 of the Draft Permit to reflect the modified project area so that the MHWL Survey requirement of Specific Condition 1 would exclude the Oceania Condominium property. In accord with the request, Special Condition 1 was amended to add the following language: "With respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc., members' common elements property, neither a pre-project Mean High Water Line survey, nor a Certificate with a description of the pre-project Mean High Water Line shall be recorded in conjunction with this coastal permit." Joint Exhibit, Vol. III, Tab 15, the First Revised Draft Permit, Page 5 of 26. On August 4, 2010, as the Department neared the end of its case in the third day of the hearing, it announced that the Revised Draft Permit would "be revised [again, this time] to require the establishment of an ECL under the applicable statute." Tr. 621. The draft permit, accordingly, was revised for a second time (the "Second Revised Draft Permit"). The Department carried out the second revision in a notice filed at the Division of Administrative Hearings on August 18, 2010 (the August 18, 2010, Notice). The August 18, 2010, Notice contains two changes to the First Revised Draft Joint Permit. The first change deletes the existing language in Original Specific Condition 1 (the language challenged in Case No. 10-5348RU) in its entirety. It substitutes the following language: Prior to construction of the beach restoration project, the Board of Trustees will establish an Erosion Control Line along the shoreline of the beach restoration project. The Erosion Control Line shall be established consistent with the provisions of ss. 161.141-161.211, Florida Statutes. An Erosion Control Line shall not be established in conjunction with this joint coastal permit with respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc. members' common elements property. In lieu of conducting a survey, the Board of Trustees may accept and approve a survey as initiated, conducted, and submitted by Okaloosa County if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. Department of Environmental Protection's and Board of Trustees of the Internal Improvement Fund's Notice of Revisions to the Proposed Joint Coastal Construction Permit, page 3 of 4. The second change is made with respect to Specific Condition No. 4(c) of the First Revised Draft Permit, one of a list of items to be submitted to the Department for approval prior to the commencement of construction and the issuance of a Notice to Proceed by the Department. The existing language is deleted in its entirety and the following language is substituted: Written documentation that the Erosion Control Line required by Special Condition Number 1 has been filed in the public records of Okaloosa County. Id. The Department ECL Position Chapter 161: Beach and Shore Preservation Chapter 161, Florida Statutes, governs "Beach and Shore Preservation." "Parts I and II of this chapter may be known and cited as the 'Beach and Shore Preservation Act.'" § 161.011, Fla. Stat. Part I governs "Regulation of Construction, Reconstruction, and Other Physical Activity." Sections 161.011 through 161.241 comprise Part I. The Department developed its position on ECLs claimed by Petitioners to be an Unadopted Rule by considering Part I, in particular Sections 161.088 (which declares the public policy to properly manage and protect Florida's beaches) through 161.211. At some point in 2009, the Department saw a distinction related to ECLs in Sections 161.088-161.211 between beach restoration projects where state funding was used for construction and projects where no state funds were used. The former seemed to require ECLs, the latter not. Several statutory provisions were viewed as particularly relevant. For example, Section 161.141, Florida Statutes, declares that it is the public policy of the state "to cause to be fixed and determined, pursuant to beach restoration . . . projects, the boundary line between sovereignty lands . . . and the upland properties adjacent thereto " The section that mainly governs ECLs is Section 161.161. It provides the procedure for approval of projects for the restoration and maintenance of critically eroded beaches, subject to a beach management plan which is funded, in part, by the state. With regard to ECLs, the statute provides: Once a project [for the restoration and maintenance of a critically eroded beach] is determined to be undertaken, a survey of all or part of the shoreline within the jurisdiction of the local government in which the beach is located shall be conducted in order to establish the area of beach to be protected by the project and locate an erosion control line. * * * Upon completion of the survey depicting the area of the beach erosion control project and the proposed location of the erosion control line, the board of trustees shall give notice of the survey and the date on which the board of trustees will hold a public hearing for purpose of receiving evidence on the merits of the proposed erosion control line and, if approval is granted, of locating and establishing such requested erosion control line in order that any persons who have an interest in the location of such requested erosion control line can be present at such hearing to submit their views concerning the precise location of the proposed erosion control line. * * * The board of trustees shall approve or disapprove the erosion control line for a beach restoration project. In locating said line, the board of trustees shall be guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which the erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible. § 161.161, Fla. Stat. Development of the Department's Position on ECLs Prior to 2009, the Department's established ECLs for beach restoration projects whether the project's construction was supported by state funding or not. There was an exception: when the property landward of the MHWL was owned by the state. In such a case, the Department saw no need to set an ECL since both the sovereignty lands and the adjacent uplands property are owned by the state. This position held at least through January 15, 2009, when the Department held a workshop and hearing pursuant to Section 161.161, Florida Statutes, in Okaloosa County to establish an ECL for the Western Destin Project. The hearing officer who conducted the ECL hearing was West Gregory, Department Assistant General Counsel. While consideration of where the ECL should be established for the Western Destin Project was underway, there were ongoing discussions by e-mail and in briefings of whether the statute required an ECL. The discussion was prompted when Mr. Gregory, as Department Assistant General Counsel, drafted a memorandum (the "Draft Memorandum") to Michael Barnett, Chief of the Bureau of Beaches and Coastal Systems (the Bureau) to be sent through Paden Woodruff, an Environmental Administrator. The memorandum related to another beach restoration project in Okaloosa County: a project involving Eglin Air Force Base. The Draft Memorandum shows a date of January "XX", 2009, and is stamped "DRAFT." P-119. It presents the question "Should . . . [the Department] require the United States Air Force (USAF) to establish an erosion control line (ECL) for the beach restoration project located on Eglin AFB?" Id. The Draft Memorandum provides a brief answer: "No, . . . because the beach . . . is not critically eroded." Id. The memorandum recognizes the public policy of the state to fix the boundary between public and private lands for beach restoration projects in Section 161.141, Florida Statutes, and a requirement that the Board of Trustees "must establish the line of mean high water prior to the commencement of a beach restoration project," id., leading to the suggestion that each and every beach restoration project must establish an ECL. The Draft Memorandum, however, construes Section 161.141, Florida Statutes, with Section 161.161, Florida Statutes, and draws support from an Attorney General Opinion and the Walton County Florida Supreme Court case to conclude that it is only when a project is undertaken with state funding that an ECL must be established. In the case of the Eglin AFB beach restoration projects, the Draft Memorandum concludes: Id. This determination not to establish an ECL on the Eglin AFB beach restoration project would not preclude the USAF from obtaining a JCP permit. Rather, it precludes the USAF from receiving state funding assistance. The Draft Memorandum was not sent to the intended recipients. It was submitted to two other lawyers in the Department. Mr. Gregory did not receive comments from them. Although no comments were made to Mr. Gregory after the draft of the memorandum was sent to other members of the legal staff, the subject remained under discussion in the Department in early 2009. Sometime in early 2009, based on a legal analysis of Department attorneys, the Department took the position that an ECL is required to be set when state funds are used for the construction of a project. The converse of this position, that an ECL is not required to be set when no state funds are involved, is the statement alleged to be an unadopted rule. Two permits were issued that did not require an ECL: one for the Eglin AFB beach restoration project in March of 2009, and another that was an emergency permit for Holiday Isle. As with Specific Condition 1 in the Western Destin Project, the determination to not require an ECL was because of the lack of state funding. As Mr. Barnett testified about the two permits, there "is no State cost share for construction . . . [and] that's the reason [the Department] didn't require establishment of an ECL." Tr. 1279. Mr. Gregory's Draft Memorandum was never finalized. The Department issued three permits or draft permits (including for the Western Destin Project) with specific conditions that required pre-project MHWLs and that did not require ECLs. Otherwise, the Department has not committed the Department ECL Position to writing. Nonetheless, the Department ECL Position was stated in a deposition taken in this case on July 26, 2010. On July 26, 2010, the deposition of Janet Llewellyn, the Director of Water Resources Management was taken by Petitioners. Director Llewellyn is "responsible ultimately for all the projects that are processed and actions taken out of [the] division." P-223 at 10. These include permits issued by the Bureau and in particular, the Draft Permit, First Revised Draft Permit and the Second Draft Permit for the Project. When asked about the Department's statement that an ECL is not required when there is not state funding, Ms. Llewellyn preferred to rephrase the Department position as to when an ECL is required rather than when it is not required. She then testified that an ECL is required when there is "state funding involved through [the Department's] funding program." Id. at 13. Ms. Llewellyn was unable to pinpoint the moment the Department reached such a position other than: [t]he question came up sometime in the last year or two -- I couldn't tell you when -- about what the statute actually required in terms of when it was proper to set an erosion control line or required. And our attorneys did a legal analysis, again, of the statute, and that was their legal opinion of what the statute required. Tr. 14. Whatever the date that such a position was precisely firmed up, Ms. Llewellyn was able to testify on July 26, 2010, "that if state funding is going to a project, than an ECL needs to be set. That's what the statute requires." Id. This statement was based on the opinions of Department attorneys prior to their use in connection with the issuance of beach restoration permits in Okaloosa County. The Department has not initiated rule-making with respect to its ECL Position. Whether rule-making would be initiated was not known by the Bureau Chief on August 24, 2010, during his testimony in the final hearing. Change of Position The Department modified its position on ECLs that it appeared to have at the time of Ms. Llewellyn's deposition on August 4, 2010. As detailed above, it announced that an ECL would be required for the Western Destin Project, after all. The modification was formalized with the filing of the Second Revised Draft Permit on August 18, 2010. Specific Condition 5 Before the challenged language in Specific Condition 5 was added by the First Revised Draft Permit, the Department had relied on General Condition 6 to give notice to permittees that the permit did not allow trespass: This permit does not convey to the Permittee or create in the Permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the Permittee. The issuance of the permit does not convey any vested rights or any exclusive privileges. Joint Ex. 9. Based on the petitions in the Permit Challenge Cases, the Department proposed in the First Revised Draft Permit to add to Specific Condition 5 the language that is underscored in the following: The Permittee is advised that no work shall be performed on private upland property until and unless the required authorizations are obtained. Sufficient authorizations shall included: (1) written evidence of ownership of any property which will be used in carrying out the project; (2) authorization for such use from the property owner which upland of mean high-water; (3) construction and management easements from upland property owners; or (4) a judgment from a court of competent jurisdiction which reflects that such authorization, in whole or in part, is not required. The Permittee is also advised to schedule the pre-construction conference at least a week prior to the intended commencement date. At least seven (7) days in advance of a pre-construction conference, the Permittee shall provide the written authorizations for the portion of the project for which construction is about to commence, as required above, written notification, advising the participants (listed above) of the agreed-upon date, time and location of the meeting, and also provide a meeting agenda and a teleconference number. Joint Exhibit, Volume III, Tab 15, the First Revised Draft Permit, Page 7 of 26. There was no evidence that the language added to Specific Condition 5 by the First Revised Draft Permit had been in any other permits or that the Department intended to use the language in any other beach restoration permits. Other than whatever might be gleaned from the Draft Permit, itself (and its revisions), there was no evidence offered that the property of any of the petitioners, in fact, would be used in the Western Destin Beach Project.
Findings Of Fact On or about October 25, 1982, Respondents filed with Respondent County an Application for Preliminary Development Plan Review including Zoning, an Application for Final Development Plan Review including Zoning, and a General Application for a Major Development Project known as Spoonbill Sound on Cudjoe Key, Monroe County, Florida. On or about January 28, 1983, Respondents submitted an Environmental Designation Survey, Community Impact Statement and Preliminary Development Plan for Spoonbill Sound pursuant to the requirements of Sections 6-221 through 6- 245, Monroe County Code, the Major Development Project Ordinance. The Spoonbill Sound property consists of approximately 55.38 acres. U.S. Highway No. 1 approximately bisects the property. The 26.29-acres half of the property lying north of U.S. Highway No. 1 consists of a vegetated preserve and an unnamed water area. As such, the northern half of the Spoonbill Sound property is unlikely to be buildable. The 28.94 acres half of the property located south of U.S. Highway No. 1 has a 16.01 acres strip of upland which extends the length of the property contiguous to Cudjoe Bay. The entire area between U.S. Highway No. 1 and the upland area contiguous to Cudjoe Bay consists of a land-locked lake and a red mangrove preserve. Stated differently, approximately 40 acres of the site is wetlands, and only that portion adjoining the Bay holds the possibility of being developed. That upland area of 16.01 acres is comprised of a late-successional tropical hardwood hammock dominated by tropical low-hammock trees including significant numbers of buckthorn, gumbo limbo seagrape, pigeon plum, Jamaica dogwood, and Spanish stopper. Virtually the entire site is vegetated, and the canopy is closed. Respondents propose to subdivide the 16.01-acres upland portion of the site into 26 lots of approximately one-quarter to one-half acre each, with each lot being approximately 100 feet wide. Respondents have already cleared an east-west oriented road the length of and in the middle of the upland area pursuant to a permit issued by Respondent County. The lots are spaced on either side of that cleared roadway, with 13 lots running along the north edge of the roadway, and 13 lots running along the south edge of the roadway. Respondents proposed to sell 25 of those lots for duplex development. The 26th lot, which covers the southwest corner of the property, will be developed as a common area with parking lot in conjunction with a proposed dock extending into Cudjoe Bay and in conjunction with a nature walk and bird observation platform proposed for the land-locked lake. Other than the "amenities" and private road, Respondents do not propose to develop the residential improvements. On or about January 25, 1984, Respondent County adopted Resolution MD 1-84 approving Respondents' Major Development, Final Development Plan, Final Community Impact Study, and Final Change of Zoning from GU to RU-2 for Spoonbill Sound. The only condition contained in that Resolution is that Respondents obtain all required certifications prior to construction of the proposed dock. The dock proposed at the southwestern tip of the development will extend into Cudjoe Bay 155 feet waterward of the mean high water line and will be a total of 190 feet in length and 8 feet wide. The dock will have an 8 by 80 foot L-shaped extension on the seaward end and will incorporate 9 mooring pilings and 8 boat slips for a total 2,160 square feet of dock area. The depth at the seaward end of the proposed dock site, in the area of the boat slips, at mean low water is 2 1/2 to 3'. On or about May 4, 1983, the Board of Adjustment of Respondent County denied the request of Respondents for a dimensional variance for the dock. At that hearing, prior to denial of the variance, Respondents sought to withdraw their variance application on the ground that no variance was required by Monroe County ordinance. That request was denied by the Board of Adjustment. On or about November 7, 1983, the County Attorney for Respondent County rendered an opinion that the 100-foot length limitation set forth in Section 19-101(b) of the Monroe County Code did not apply to a dock to be built in an RU-2 subdivision. At the time of the final hearing in this cause, Respondents' application for a permit to construct the dock had been denied by the Florida Department of Environmental Regulation. Additionally, the Florida Department of Natural Resources had withdrawn its earlier authorization for Respondents to construct the dock over the Bay bottom. Cudjoe Bay is extremely shallow and does not presently have significant boat traffic. The depth of the bottom is generally -1 to -2' mean low water (MLW) to a distance of approximately 1500' from shore. Moving further southward, -3' MLW depth is reached some 1500 to 2000' from shore. The 4' depth, MLW, is approximately 2500' or nearly a half-mile from shore. The Cudjoe Bay bottom in the vicinity of the proposed dock consists of varying thicknesses of marine grasses, marine algae, many sponges and hard corals. Marine grasses are not quite as thick at the end of the proposed dock, as compared with areas closer to the shore and to the east of the dock, but in these areas of fewer grasses there is an abundance of sponges. The Bay bottom in the vicinity of the dock is very much a "live bottom," with a large number of marine organisms present, as contrasted to, for example, a sand bottom. Marine animals observed in the vicinity of the end of the proposed dock are sponges, hard shallow water corals, lobsters, extensive schools of bait fish, juvenile fish, jellyfish, starfish, sea anemones, sea urchins, and various algae. Corresponding to the Respondents' estimate of boat ownership by the future Spoonbill Sound owners (that one-half of the 50 future families will own boats), Respondents originally sought dock mooring facilities for 25 boats. In order to obtain approval, Respondents later amended their proposal to the current proposal of 8 slips only. As currently proposed, Respondents intend that the dock will be utilized as a transitory platform for residents only and that boats would either be stored at the dwellings or in the several nearby marina facilities and would not be permanently moored at the dock. They speculate that the dock would thus be used as a convenience only, so the residents can make short trips back to their dwelling units to drop off fish or to pick up and drop off supplies or fishing tackle. In additional recognition of the concerns of agencies regarding protection of the marine plants and animals, Respondents propose restrictions on the use of boats in the vicinity of the dock. Respondents propose to limit the number of boats using the dock at any one time to 8 boats by installing only 8 slips and by placing a rail on the inside portion of the dock to prevent people from tying boats along the length of the dock other than where the 8 slips are located. Respondents further propose some system of marking the most favorable ingress and egress channel to the dock so as to limit the damage to marine plants and animals and further propose attempting to limit speeds of boats approaching or leaving the dock. None of Respondents' proposals of restricting permanent mooring at the dock, limiting the number of boats using the dock at any one time to 8, restricting the mooring of boats along the dock to the location of the 8 slips only, locating and marking a channel, or of restricting damage by imposing speed limits exists as conditions to any permit or approval from any regulatory agency. Respondents propose instead to place authority for the creation and enforcement of those proposed restrictions in the hands of a homeowners association composed of the future residents of Spoonbill Sound. There are presently no written regulations encompassing any of Respondents' proposals. The evidence is clear that Cudjoe Hay is an inappropriate place for a dock such as that proposed at Spoonbill Sound due to the shallow water depth and that the location of the proposed dock is a difficult and hazardous place to operate a motor boat. The expert witnesses agree that there would be some damage to and removal to marine plants and animals by the operation of boats in the vicinity of the dock even if the proposed safeguards came into existence in an enforceable and written form. While there was testimony that damage to the marine plants and animals on the Bay bottom would be minimized by strict adherence to the proposed safeguards, there is little likelihood of success for the following reasons. First, the potential violators of the safeguards are the proposed enforcers. Second, Respondents themselves expect a 50 per cent boat ownership by Spoonbill Sound dwellers. Even if no resident chose to tie a boat at any point along the dock other than in one of the eight slips, if those eight slips are full at any given time, it is reasonable to assume that additional boats will be driving around the shallow area waiting for their turn to use one of the slips. Third, there is no evidence regarding enforceability of the proposed restrictions on boat usage, and all of the proposed safeguards must be enforced at all times in order to prevent more than minimal removal and injury to the marine plants and animals in the vicinity of the proposed dock. As a practical matter, notwithstanding any rules and regulations which may or may not be adopted by the homeowners association, there would most likely be little enforcement of the proposed safeguards relating to use of the dock other than an economic incentive, for instance, to avoid propeller damage. Therefore, usage of the dock would most probably result in more than minimal damage to and removal of marine grassbeds and marine animals in Cudjoe Bay. Further, the evidence suggesting minimal impact to the marine plants and animals by strict adherence to the proposed safeguards is based upon the erroneous premise that eight boats will use the dock. Rather, there will be an unknown number of boats making an unknown number of trips to and from the eight slips located at the dock or driving around waiting their turn. There is no evidence of any assessment of impact due to the actual anticipated usage of the dock by the expected regular movement of boats to and from the dock area. Although proposed deed restrictions suggest that no other applications shall be made and no additional docks shall be constructed at Spoonbill Sound, those deed restrictions, if they ever become effective, are enforceable only by the proposed homeowners' association, which is also given authority in that same document to modify or repeal any deed restrictions. Further, the proposed restrictions carry no penalty for violation. A thickly vegetated West Indian tropical low hardwood hammock covers 12.50 acres of the Spoonbill Sound 16.01 upland area. The hammock contains a large number of rare and endangered plant species scattered throughout with very dense distribution of individual trees. The site also contains a number of solution holes in the limestone rock substrata inundated with brackish water which provide wetland habitat on the hammock site. These sinks contain a threatened species of leather fern. The only man-made alterations to the hammock are the road cut through the middle by the Respondents, some trails, and some trash deposited in some areas. Lower Keys tropical hardwood hammocks do not attain the canopy height of those hammocks in the Upper Keys. This is due to lower elevations in the Lower Keys precluding larger plant litter build-up with its accompanying greater moisture retention for utilization by the plants, and there is less rainfall in the Lower Keys. Although this particular tropical hardwood hammock consists of second growth following a fire or some other past disturbance, vegetation in this hammock has stabilized, and the only change which will take place over time is that the trees will get thicker. Over time, however, species composition will not change much nor will the canopy increase in height. The hammock is thus at climax or at least late-successional. Lower Keys tropical hammocks are nonetheless extremely valuable habitat for such endangered or threatened animals as white crown pigeons, 12 of which were observed feeding on site, great white heron, brown pelican, osprey, and Keys raccoon. Numerous other birds have been observed on site or are expected to utilize the site. The Spoonbill Sound hammock with its unique combination of fresh water areas, semi-fresh water areas, and salt water areas provides a great deal of potential habitat for a large number of rare and endangered animal species. The semi-fresh water wetlands in the hammock alone provide for the Lower Keys a very diverse animal habitat. As set forth above, Respondents will not be responsible for the construction or placement of the 25 duplexes in their proposed subdivision. Rather, what is built and where is left to the proposed homeowners' association under the proposed deed restrictions which can also be modified or repealed by that same homeowners' association. The proposed deed restrictions do not provide for their enforceability by anyone other than the potential violators. Each lot carries one vote except for those lots still owned by the Respondents who have retained three votes for each lot owned by them. Therefore, a review of the impact of the entire project on the natural resources systems of the Spoonbill Sound site is impossible since the actual development of each lot is speculative at this time. Similarly, the amount of hammock to be cleared in the Spoonbill Sound subdivision is unknown. While the proposed deed restrictions limit the amount of clearing to be done on each lot to no more than 30 per cent, Respondent Kephart testified as to his interpretation of the term "clearing" which will take place in the Spoonbill Sound hammock. Under his definition, only total eradication constitutes clearing; removal of all underbrush and the cutting back of branches only constitutes pruning and is therefore not prohibited. Accordingly, Spoonbill Sound, as proposed, fails to provide for the preservation of the hardwood hammock. While the Spoonbill Sound upland area to be developed consists of 16.01 acres, the upland hammock zone was surveyed at 12.50 acres. Subtracting the recreational, parking, and the road areas, the net hammock area available for development is 8.95 acres. If 30 per cent of the lots can be cleared using the normal definition of that word, the remaining hammock area following development will be 6.265 acres plus a 1.38 acre median strip in the road leaving 7.645 acres out of the original 12.50 acre hammock or approximately 60 per cent of the original hammock following development. If Respondent Kephart' definition of the word "cleared" is utilized, it is unknown how much of the hammock area will remain following development, but substantially less than 60 per cent is probable. Developments such as is proposed for the Spoonbill Sound will allow easy intrusion by exotic plant species such as Australian pine and Florida holly. The wildlife habitat value of this site after development will be severely degraded not only due to direct human activities in the area but also because the development proposal does not call for preservation of large blocks of contiguous hammock. The result will be that potential for nesting, rooting, and foraging in the area following this development will be severely curtailed and most of the species--including the rare and endangered ones--will migrate away from the site. This will occur despite the fact that tree species preserved following construction may do quite well. Placement of residential improvements clustered in a manner that would increase the amount of contiguous, undisturbed hammock on the property above what Respondents propose would maximize the potential that indigenous wildlife would utilize the hammock. There is nothing in Respondents' proposal for the development of Spoonbill Sound, with the extra regulation imposed by its location within an Area of Critical State Concern, that makes it any different from the traditional development of utilizing maximally a piece of property by slicing it into 100' wide lots located up and down the side of a roadway constructed through the middle of the development although the Area of Critical State Concern designation had been in place in the Florida Keys for many years before Respondents purchased the property in late 1981 or early 1982. The Spoonbill Sound property is located within a 100-year flood prone area, and the 25 duplexes expected to be erected on that site will, accordingly, need to be elevated eight feet. Respondents propose that' septic tanks will be utilized for the duplexes until the project reaches 50 per cent buildout. At that time, a sewage treatment plant will somehow become erected on the 26th lot, the same lot which houses the landward end of the dock, the 12-car parking lot, and the beginning of the nature walkway which continues in a northerly direction past the last duplex lot and into the land-locked lake where it terminates in a 15' by 15' observation platform. Since Respondents are not required to seek septic tank permits at this time, no evidence was presented regarding the impact of the 12 or 13 septic tank systems to be located on the duplex lots contiguous to the Bay or on those lot contiguous to the red mangrove preserve or land- locked lake. Likewise, no evidence was presented as to the impact of any proposed sewage treatment plant located on the Bay-front lot which also serves as the community recreation area. Lastly, no evidence was introduced as to the impact of the nature walkway, elevated boardwalk, or observation platform to be located inside the land-locked lake on the wildlife currently abundant there. The actual development of Spoonbill Sound is speculative, and its impact on the land-locked lake, the red mangrove preserve, the tropical hardwood hammock, and Cudjoe Bay when it is built is unknown.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a Final Order be entered reversing the Monroe County Zoning Board's Development Order Resolution No. MD 1-84 and denying development approval for the Spoonbill Sound Major Development. Pursuant to the requirements of Section 380.08(3), Florida Statutes (1983), it is further recommended that the Final Order require the following changes in any development proposal for Spoonbill Sound: No docking facility be approved; All units and associated facilities be clustered in such a way as to absolutely maximize the amount of contiguous, undisturbed hammock on the Spoonbill Sound site; All units and associated facilities be located as close as possible to existing access roads, and the remainder of the hammock be left as undisturbed as possible; Any future review by Monroe County of any revised development plan be made in accordance and full compliance with Chapters 27F-8 and 27F-9, Florida Administrative Code, with the Monroe County Code, and with the Monroe County Comprehensive Plan; and Any future review of any revised development plan consider the cumulative impact of the entire project, including the impact of septic tanks and the sewage treatment plant on the hardwood hammock, the adjoining red mangrove preserve, the land-locked lake, and on Cudjoe Bay itself. DONE and RECOMMENDED this 28th day of June, 1985, at Tallahassee Florida. LINDA M. RIGOT Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of June, 1985. COPIES FURNISHED: Honorable Bob Graham Governor The Capitol Tallahassee, Florida 32301 Honorable Bill Gunter Insurance Commissioner The Capitol Tallahassee, Florida 32301 Honorable Jim Smith Attorney General The Capitol Tallahassee, Florida 32301 Honorable Doyle Conner Commissioner of Agriculture The Capitol Tallahassee, Florida 32301 Honorable George Firestone Secretary of State The Capitol Tallahassee, Florida 32301 Honorable Gerald Lewis Comptroller The Capitol Tallahassee, Florida 32301 John T. Herndon, Secretary Florida Land and Water Adjudicatory Commission Office of the Governor The Capitol Tallahassee, Florida 32301 Sheri Smallwood Attorney at Law County Attorney's Office 310 Fleming Street Key West, Florida 33040 James Hendrick, Esquire 317 Whitehead Street Key West, Florida 33040 E. Lee Worsham, Esquire Department of Community Affairs 2571 Executive Center Circle, East Tallahssee, Florida 32301 Charles Lee Florida Audubon Society 1101 Audubon Way Maitland, Florida 32751
