Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: Respondent Laven owns a parcel of land at 1500 Bay View Drive, Sarasota, Florida on which he has a home. The property is approximately 180 feet by 100 feet, and is located on Sarasota Bay. A seawall has been constructed along the shoreline. Respondent Cloud owns a parcel of land at 2610 Cardinal Lane, Sarasota, Florida that is contiguous to Respondent Laven's property at 1500 Bay View Drive, Sarasota, Florida that is also located on Sarasota Bay. Approximately 100 feet of the property is located along the shoreline of Sarasota Bay. Sarasota Bay is currently designated as a Class III outstanding Florida waterbody. On or about June 28, 1991 Respondents Laven/Cloud filed an application to modify existing permit number 581885033 which had been previously issued to Respondent Laven for construction of a private dock consisting of an access pier 210 feet by 5 feet, with a terminal platform 20 feet by 4 feet on Laven's property located at 1500 Bay View Drive, Sarasota, Florida. Previous to the modified application being filed by Laven and Cloud, Laven had attempted to modify permit no. 581885033 by reducing the access pier from 210 feet by 5 feet to 175 feet by 5 feet. The Department concluded that the dock, as modified, would not reach water of sufficient depth to prevent damage to the seagrass, and considered this a major modification requiring a new application. Therefore, the Department denied the modified application, and Respondent Laven did not file a new application. The application filed by Laven/Cloud on or about June 28, 1991 to modify existing permit 581885033 proposed to construct a private dock on the property line between Laven's and Cloud's property. The private dock was proposed to consist of an access pier 4 feet by 210 feet, with two terminal platforms, each 25 feet by 6 feet. After review of the application to modify permit 58188503 the Department issued a Notice of Intent to issue a permit for the proposed construction of the private dock on August 2, 1991. The Notice of Intent included 18 specific conditions to which the proposed dock would be subject. Those relevant to this proceeding are as follows: 1) . . . . If historical or archaeological artifacts, such as Indian canoes, are discovered at any time within the project site the permittee shall immediately notify the district office and the Bureau of Historic Preservation, Division of Archives, History and Records Management, R.A. Gray Building, Tallahassee, Florida 32301. Turbidity screens shall be utilized, secured, and properly maintained during the permitted construction and shall remain in place until any generated turbidity subsides. Double turbidity screens, staked hay bales, staged construction and other additional measures shall be used as necessary to insure compliance with water quality standards in Chapter 17-3, Florida Administrative Code. During construction, all areas of exposed soils shall be effectively isolated from waters of the state to prevent erosion or deposition. All exposed soils shall be stabilized with an appropriate ground cover within 72 hours of attaining final grade. 5) . . . . 6) . . . . The applicant is not permitted to conduct or construct the following activities or facilities in conjunction with this dock structure: Fish cleaning facilities. Fuel hoses or fueling facilities. The mooring of boats or vessels for live aboards. The mooring of boats utilized for com- mercial purposes such as fishing, scuba diving, boat rental, etc. Picnic tables or benches. Storage sheds or enclosed structures. Covered boat slips. Sanitary facilities. The rental of boat slips or mooring space. Turbidity screens shall effectively encom- pass each piling during installation and remain in place until any generated turbidity has subsided. Turbidity screens shall effectively encompass an area around each piling not to exceed 7 square feet. Any watercraft which may be utilized during construction activities shall only operate/moor in waters of sufficient depth so as not to cause bottom scour or prop dredging. The access pier shall be elevated a minimum of 5 feet above mean high water for the most waterward 150 linear feet of the access pier. The most waterward 150 linear feet of the access pier shall be constructed with the slated[sic] design indicated on sheet 4 of permit submittals. The most landward 60 feet of the access pier shall be constructed utilizing the 2 x 6 decking. The permittees shall construct 100 linear feet of rip rap along the existing vertical seawall as indicated on sheet 1 of permit submittals. Rip rap material shall consist of natural boulders or clean concrete rubble six inches to three feet in diameter or in average dimensions. The slope of the rip rap shall be no steeper than 2H:1V. There shall be no reinforcing rods or other similar protrusions in concrete rubble and all rubble or boulders shall be free of attached sediments. The rip rap shall be install concurrently with the construction of the permitted dock. The permittees shall grant the Department a conservation easement over the shorelines of the two subject parcels. A conservation easement shall be established over the seawall cap and 2 feet waterward of the seawall for the entire length of the seawall to 1500 Bay View Drive (Lots 1, 2, 3, 4, 11, 12, 13, and 14 Block Q, Bay View Heights Addition). A conservation easement shall also be established between the limits of the mean high water linear and the landward extent of waters of the State (Pursuant to Section 170301.400[sic] FAC) for the entire length of the shoreline at 2610 Cardinal Place (Lots 5, 6, 7, 8, 15, 16, 17 and 18, Block Q, Bay View Heights Addition). 14) . . . . 15) . . . . The following seagrass monitoring program shall be implemented and adhered to: Within 45 days of the issuance of this permit (and prior to initiation of dock con- struction) the permittee shall establish a preconstruction monitoring program consisting of one meter square grids within the area specified on sheet 1 A of permit attachments. A minimum of 10 random one meter square plots shall be selected within each area A and B and also along the centerline established along the length of the dock. The permittee shall measure percent areal coverage of seagrasses within each plot within the grid system. Each of the plots shall be monitored as specified in above a minimum of two times per year (July and January) over a three year monitoring period subsequent to dock construction. Reports shall include date, water depth, water clarity, species of seagrasses observed, percent areal coverage and representative height of seagrasses within each plot. Moni- toring reports shall be submitted to the Department within 30 days of the monitoring event. The first monitoring event shall occur during the first January or July (which ever occurs first) subsequent to completion of dock construction. Hand railing shall be constructed along the entire length of the access pier (on both sides). The temporary or permanent mooring of watercraft shall only occur at the terminal platform. 18) . . . . By imposing special conditions 3, 4, 8 and 9 it will ensure that the dock construction will have a temporary minimal impact on the water quality, and there will be no permanent water quality impacts as a result of this project. If this permit is not issued, it would be possible for each of the applicants to build an exempt dock on his property which would require two accesses or swaths through the seagrass beds. An exempt dock (500 square feet or less) may result in the dock terminating in seagrass beds and in water of insufficient depth to prevent damage to the seagrass beds or to prevent bottom scour or propeller dredging. The project site consists of a shoreline with a shoal area where Shoal grass (Halodule wrightii) and Turtle grass (Thalassia sp.) are growing, with the Turtle grass being the predominant species to a point further waterward to where there is a significant change in the water depth. Such point being approximately at the termination of the proposed dock. Beyond this point the seagrass beds are scattered. Therefore, any dock shorter than approximately 210 feet would terminate in the main seagrass beds and result in the seagrass beds being routinely disrupted or damaged by power boats. The proposed design of the most waterward 150 linear feet of the deck portion of the proposed dock has less solid surface than a normal deck, and, along with the proposed height of the most waterward 150 linear feet of the proposed dock, would allow substantially more light to penetrate the area and provide sufficient light for healthy existence of the seagrasses. The proposed impacts consists of disturbance of the seagrass beds. Requiring railing along the entire access pier on both sides will preclude mooring of motor craft in the area of the seagrass and in water depths insufficient to prevent damage to the seagrass, and to prevent bottom souring and propeller dredging. Because of the length, height and design of the dock there would be minimal impact, if any, on the seagrass beds. The design of the dock will ensure that the project will not adversely affect the functions being performed in the area intended for the dock. The conservation easement will ensure that a feeding ground for wading birds will be maintained, and along with the dock design will minimize any impacts that the proposed dock will have on the fish and wild life habitats. The construction of the 100 linear feet of rip rap along the existing vertical seawall on Sarasota Bay along Laven's property will reduce scouring and erosion at the base of the seawall, and provide beneficial habitat which will be an improvement of the seawall alone. There may be minimal impacts on recreation in that it may impose some inconvenience for those fishing and those attempting to access the bay for sailing. There may be some minimal impact on navigation in that the proposed dock will entend out approximately 35 feet further than any other existing dock in the area but due to the shallow water in this area boats presently have to travel at a reduced rate of speed, and for this reason the proposed dock would not adversely affect navigation. However, this should be mitigated by requiring lights on the dock as a safety feature. The project will not adversely affect the fishing, or recreational values, or marine productivity in the vicinity of the project. The proposed project will not adversely affect the public health, safety, or welfare or property of others. The proposed dock will be a permanent structure, notwithstanding that regular mainentaince will be required. The Respondents Laven/Cloud have provided reasonable assurances that the proposed project will be clearly in the public interest, notwithstanding the minimal impact it may have on recreation and navigation. Particularly, when all Special Conditions are considered, specifically Special Conditions 12 and 13 pertaining to rip rap along the vertical seawall on Laven's propertry and the granting of the Conservation Easement over both Laven's and Cloud's shoreline.
Recommendation Accordingly, in view of the above Findings of Fact and Conclusions of Law, it is, therefore, recommended that the Department enter a Final Order issuing Permit Number 581885033 to Respondents Robert Laven and John Cloud as set forth in the Department's Intent To Issue dated August 2, 1991 provided that the grant of the subject permit should include the general and specific conditions in the Intent To Issue as well as the condition requiring lights on the dock for safety purposes as set forth in Finding of Fact 20 above. RECOMMENDED this 21st day of November, 1991, in Tallahassee, Florida. WILLIAM R. CAVE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 21st day of November, 1991. APPENDIX TO RECOMMENDED ORDER, CASE NO. 91-3988 The following constitutes my specific rulings pursuant to Section 120- 59(2), Florida Statutes, on all of the Proposed Findings of Fact submitted by the parties in the case. Rulings on Proposed Findings of Fact Submitted by the Petitioner Both paragraphs regarding Respondent Cloud's testimony at the hearing go to his credibility as a witness and are not stated as a finding of fact and are therefore rejected. Paragraphs 1 and 2 regarding Rose Poynor's testimony appear to be supported by documents or testimony not received at the hearing and are therefore rejected. Paragraph 3 regarding Rose Poynor's testimony is either immaterial or irrelevant or goes to her credibility as a witness or is supported by facts not in the record. The paragraph regarding Roy R. Lewis' testimony goes to his credibility as a witness and is not a statement of fact. Paragraphs 1 and 2 regarding Robert Patten's testimony is more of a restatement of his testimony than a finding of fact. But in any event, are neither material or relevant. The next to the last paragraph is not supported by the record but see Finding of Fact 20. The last unnumbered paragraph is not supported by the record. See Finding of Fact 24. Rulings on Proposed Findings of Fact Submitted by Respondent Department of Environmental Regulation 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed findings of fact: 1 (1, 2, 3); 2 (4, 6); 3 (5); 4 (11); 5 (11); 6 (13); 7 (7, 8); 8 (7, 8); 9 (7, 8); 10 (7, 8); 11 (7); 12 (7); 13 (12, 15); 14 (7); 15 (12); 16 (7, 14); 17 (15); 18 (7, 16); 19 (17); 20 (7); 21 (7); 22 (7, 18); 23 (18); 24 (20); 25 (7, 17); 26 (23); 27 (19); 28 (21); 29 (22); 30 (7); 31 (17); 32 (7); 33 (9); 34 (9, 10); 35 (7, 8, 11, 12, 14-22); and 36 (7). Rulings on Proposed Findings of Fact Submitted by Respondents Laven and Cloud Respondents Laven and Cloud have divided their findings into two groups (1) Findings of Fact and (2) Ultimate Findings. Since the Findings of Fact are duplicative of the Ultimate Facts or are only restatements of the witnesses testimony, I will respond only to the Ultimate Facts. 1. Each of the following proposed findings of fact are adopted in substance as modified in the Recommended Order. The number in parenthesis is the Finding(s) of Fact which adopts the proposed finding of fact: 1 (1); 2 (3); 3 (2); 4 (4, 6); 5 (3); 6 (7, 12); 7 (7, 17, 18); 8 (7); 9 (7); 10 (7, 24); 11 (7, 24); 12 (22); 13 (17); 14 (is a duplication of paragraph 13); 15 (20); 16 (21) and 17 (16). COPIES FURNISHED: Alan S. Dorrill 1726 Floyd Street Sarasota, FL 34239 F. Craig Richardson, Esquire Icard, Merrill, Cullen, Timm, Furen, & Ginsbrug, P.A. 2033 Main Street, Suite 600 Sarasota, FL 34237 Carol Forthman, Esquire Maureen A. Eggert, Certified Legal Intern 2600 Blairstone Road Tallahassee, FL 32399-2400 Carol Browner, Secretary Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400 Daniel H. Thompson, General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, FL 32399-2400
Findings Of Fact On or about March 3, 1976, the Board served its Administrative Complaint upon the Licensee. On May 18, 1976 the Licensee filed its Answer to the Administrative Complaint. The final hearing in this case was scheduled by Notice dated April 13, 1976, and was rescheduled by Notice dated May 27, 1976. John C. Ledbetter holds Certified General Contractor's License No. CG C5281 issued by the Florida Construction Industry Licensing Board. The Licensee Ledbetter has been a certified contractor at all times relevant to this proceeding. The Licensee was the co-developer of a condominium project known as Ocean Palm Villas South or Ocean Palms Riverfront Condominium. Gerald M. Hadley, Sr., a certified contractor was initially listed as the general contractor for the project. Later Neil Wayne Smith was designated the general contractor. Smith was discharged as the general contractor, and by letter dated June 11, 1973 the Licensee notified the North Peninsular Zoning Commission that he would be substituted as the general contractor. Shortly thereafter Gerald M. Hadley was again designated the general contractor, and the change was acknowledged by the forth Peninsular Zoning Commission by letter dated August 28, 1973. Construction on Ocean Palm Villas South did not commence until after August 28, 1973. No construction was undertaken during the time that Ledbetter was designated as the general contractor. The general contractor was responsible for installation of the walls in Ocean Palm Villas South. A subcontractor was utilized to install the dry wall, but the wall construction was supervised by the general contractor. The original plans called for use of 5/8" thick gypsum wallboard. The wall units were to be installed in the manner depicted in Board Exhibit 5. The gypsum was to be nailed on either side of 4" studs, with insulating material laid between the studs. 5/8" gypsum was not available to the general contractor. 1/2" gypsum wallboard was utilized. A new wall assembly was planned. With this assembly gypsum wallboard was nailed to studs, but the wallboard on the other side of the wall was nailed to alternately interspaced studs. Insulating material was woven between the interspaced studs. (See: Board Exhibit 3). The decision to use this assembly was made by Gerald A. Hadley, a labor foreman. Hadley's father was the general contractor, and was consulted in making the decision. A Mr. Rasmussen, the building inspector, was consulted about the wall assembly, and he gave his approval. At the time that construction was under way on the Ocean Palm Villas South project, the 1965 Edition with Revisions of the Southern Standard Building Code was in effect in the North Peninsular Zoning District of Volusia County. The Ocean Palm Villas South project lied within that district. The wall assembly utilized by the general contractor does not precisely follow any of the assemblies set out as appropriate in the code. The wall assembly utilized does, however, meet the one hour fire resistance standard required by the code. There was no evidence presented at the hearing from which it could be concluded that the Licensee Ledbetter had any knowledge of the wall assembly utilized in this project other than what was set out in the original plans. Ledbetter was not the contractor for the project when the assembly was constructed.
The Issue The issues in this case are: Whether Petitioner, Warren M. Briggs ("Briggs"), should be issued a Wetland Resource Permit (WRP) for the construction of a single-family dwelling on a lot with jurisdictional wetlands in Santa Rosa County, Florida, as proposed in his application submission of 1998; and Whether the Department would permit the construction of a single-family dwelling on the subject lot under conditions and circumstances other than those set forth in Briggs' application.
Findings Of Fact Briggs is the owner of Lot 67, Block H, Paradise Bay Subdivision, located in southern Santa Rosa County ("Briggs lot"). Paradise Bay Subdivision was developed in approximately 1980, prior to the passage in 1984 of the Warren Henderson Wetland Protection Act. (Official Recognition of Section 403.918, Florida Statutes). The subdivision consists of modestly priced single- family homes that are attractive to young families because of the quality of nearby schools. The typical non-waterfront home in the subdivision is single story, approximately 2,000 square feet in area, and built on a concrete slab. The typical setback from the road to the front edge of a home is 75 feet. This fairly consistent setback from the road prevents the view from one home into the adjacent property owner’s back yard and, thereby, adversely affecting the neighbor’s property value. The undeveloped Briggs lot was purchased in 1981 for approximately $15,000 and remains undeveloped. Briggs bought the lot, along with three other lots in the subdivision, as investment property. The other three lots have been sold. One of the lots sold earlier by Briggs was a waterfront lot on East Bay located in jurisdictional wetlands. The entire lot was filled pursuant to a permit issued by the Department. The Briggs lot is 90 feet wide by 200 feet deep. It is located on the south side of Paradise Bay Drive. The lots on the north side of Paradise Bay Drive are waterfront lots on East Bay. To the rear (south) of the Briggs lot and other lots on the south side of Paradise Bay Drive, is a large swamp that eventually discharges into East Bay. The major connection between the Briggs lot and East Bay is through a culvert under Paradise Bay Drive. The Briggs’ lot consists of 2,914 square feet of uplands and 15,086 square feet of state jurisdictional wetland, with all of the uplands located in the northern half of the lot. Converted to acres, the Briggs lot consists of 0.067 acres of uplands and 0.347 acres of state jurisdictional wetland. Lot 66, immediately east of the Briggs lot, has been cleared and is about half tietie swamp with the remainder consisting of uplands and disturbed wetlands. Some fill has been placed on the lot. Lot 68, immediately west of the Briggs lot, is undeveloped and consists of all tietie wetlands. Lots 69, 70 and 71 of Block H of the subdivision are undeveloped and consist primarily of wetlands. The Department issued a permit on October 31, 1996, that allowed the owners of Lot 71 to fill 0.22 acres (9,570 square feet) of wetlands. The fill is allowed to a lot depth of 145 feet on the west side, and to a width of 73 feet of the total lot width of 90 feet. The fill area is bordered on the east and west by wetland areas not to be filled. The Department issued a permit on November 13, 1997, that allowed the owner of Lot 61 to fill 0.26 acres (11,310 square feet) of wetlands. Fill is allowed over the entire northern 125 feet of the 185 foot-deep lot. On April 28, 1998, Briggs applied to the Department for a permit to fill Lot 67. The Department, in its letter of August 7, 1998, and its permit denial of September 2, 1998, erroneously described the project as consisting of 0.47 acres of fill. The entire lot consists of only 0.41 acres, of which 0.067 acres is uplands, leaving a maximum area of fill of 0.343 acres. If Briggs’ residential lot is to be used, some impact to the wetlands on the lot is unavoidable. Alternatives discussed by Briggs and the Department, three of which are still available for Briggs to accept, included the following: One hundred feet of fill with a bulkhead separating the fill from the wetland area, with no off-site mitigation; Fill pad could be placed on property with the remainder of the wetlands on the site to remain in their natural state with no backyard, with no off-site mitigation required; One hundred feet of fill with a bulkhead separating the fill material from the wetland, with a small back yard, with no off-site mitigation required. Briggs did not accept any of the foregoing alternatives or proposed acceptable mitigation measures.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered denying the permit application, provided that the parties may reach subsequent agreement regarding proper mitigation in order to make the construction of a single-family dwelling possible on the Petitioner’s property in this case. DONE AND ENTERED this 19th day of November, 2001, 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 (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 19th day of November, 2001. COPIES FURNISHED: Charles T. Collette, Esquire Lucinda R. Roberts, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building, Mail Station 35 Tallahassee, Florida 32399-3000 Jesse W. Rigby, Esquire Clark, Partington, Hart, Larry Bond and Stackhouse 125 West Romana Street, Suite 800 Post Office Box 13010 Pensacola, Florida 32591-3010 Kathy C. Carter, Agency Clerk Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building, Mail Station 35 Tallahassee, Florida 32399-3000 Teri L. Donaldson, General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard The Douglas Building, Mail Station 35 Tallahassee, Florida 32399-3000
The Issue Whether Respondent Richardson’s application for a wetlands resource permit to construct a private road and bridge through wetlands should be denied for failing to provide mitigation to offset the impacts to existing wetlands. Whether Respondent Richardson had provided the Department with reasonable assurance that he or she owns or has sufficient authorization to use certain land in mitigation to offset the wetland impacts.
Findings Of Fact In January of 1990, John Richardson applied to the Department for a wetland resource (dredge and fill) permit under Section 403.918, Florida Statutes to construct a private road and bridge through wetlands. The proposed project would impact 0.032 acres of wetland. The proposed project is not located in an Outstanding Florida Water (OFW). The proposed project would adversely affect the following: the conservation of fish and wildlife; the fishing, recreational values, and marine productivity in the vicinity of the proposed project; and the current condition and relative value of functions being performed by the wetlands impacted by the project. The proposed project would be permanent in nature. The proposed project would not meet the criteria of Section 403.918(2)(a) Florida Statutes, without mitigation adequate to offset the impacts to wetlands. To provide adequate mitigation for the proposed project, Respondent John Richardson proposed to create and preserve 0.029 acres of new wetlands and preserve 4.35 acres of existing wetlands. The preservation would consist of granting to the Department a perpetual conservation easement over the mitigation wetlands. Respondent John Richardson represented to the Department that he was the record owner or had permission to use the land that he offered for mitigation. The Department reasonably relied on that representation. The mitigation proposed by Respondent John Richardson would be adequate to offset the impacts to wetlands resulting from the proposed project. On March 4, 1992, the Department issued to John Richardson a wetlands resource permit for the proposed project. The Department was not aware, before it issued this permit, that John Richardson might not own or have permission to use the mitigation land. The Department was substantially justified in issuing the permit to John Richardson on March 4, 1992. Specific conditions 28-31 of that permit required Respondent John Richardson to grant the Department a conservation easement over the mitigation land within thirty days after issuance of the permit. Respondent John Richardson failed to grant the Department the required conservation easement, and failed to publish notice of the Department’s action. On July 22, 1996, Petitioners filed a timely petition with the Department challenging the Department’s issuance of the March 4, 1992, permit to Respondent John Richardson. On September 11, 1996, Janet Richardson filed an application with the Department for transfer of the March 4, 1992, permit to her following the dissolution of marriage with John Richardson. By letter dated October 11, 1996, the Department requested Janet Richardson to provide additional documentation to show that she either owns the mitigation land or has permission to use that land. Janet Richardson was required to provide a legal survey drawing depicting the mitigation land, property records showing ownership of that land, and a notarized statement from the land owner authorizing her to use that land. The Department specifically advised Janet Richardson that it could not approve the proposed project if she failed to submit this requested documentation to the Department prior to the final hearing. Janet Richardson failed to provide the requested documentation by the date of the final hearing in this matter, or subsequently. As of November 6, 1996, no work had begun on the proposed project. At the hearing, the Department adequately explained its change in position from deciding to issue the permit (on March 4, 1992) and proposing denial of the permit (on November 6, 1996). The Department relies on an applicant’s representations regarding ownership of or right to use land unless a problem is brought to the Department’s attention. In this case, the Department was not aware that there was a problem with the applicant’s right to use the mitigation land until the petition was filed with the Department on July 22, 1996. Janet Richardson failed to provide proof that she either owns or is authorized to use the land to mitigate the impacts to wetlands from the proposed project. Without such proof, Janet Richardson failed to prove that she could mitigate those same impacts from the proposed project.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Protection enter a Final Order denying Respondent Richardson’s request for a wetlands resource permit for the proposed project.ONE AND ORDERED this 17th day of December, 1996, in Tallahassee, Florida. DANIEL M. KILBRIDE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 17th day of December, 1996. COPIES FURNISHED: Richard Stauffer Post Office Box 97 Aripeka, Florida 34679-097 Cy Plata Post Office Box 64 Aripeka, Florida 34679 Steven McCallum Post Office Box 484 Aripeka, Florida 34679 Leslie Neumann Post Office Box 738 Aripeka, Florida 34679 John Richardson 700 West Broad Street Brooksville, Florida 34607 Janet Richardson 1603 Osowaw Boulevard Springhill, Florida 34607 Thomas I. Mayton, Jr., Esquire Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 35 Tallahassee, Florida 32399-3000 Perry Odom, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Virgina B. Wetherell, Secretary Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issue to be determined in these consolidated cases is whether the U.S. Army Corps of Engineers (“Corps”) and the City of Sarasota (“City”) (sometimes referred to as “the Applicants”) are entitled to the proposed joint coastal permit, public easement, and sovereign submerged lands use authorization (referred to collectively as “the Permit”) from the Department of Environmental Protection (“DEP”) and the Trustees of the Internal Improvement Trust Fund to dredge sand from Big Sarasota Pass and its ebb shoal and place the sand on the shoreline of Lido Key.
Findings Of Fact The Parties Petitioner Siesta Key Association, Inc. is a Florida Not for Profit Corporation, with its principal place of business in Sarasota. The organization has approximately 1,425 members and represents the interests of those who use and enjoy Siesta Key’s beach and waters. A substantial number of its members have substantial interests in the use of the beach and adjacent waters. Petitioner Michael S. Holderness is a resident and property owner on Siesta Key. Mr. Holderness has substantial interests in the protection of his property and the use of the beach at Siesta Key and adjacent waters. Petitioner Save Our Siesta Sands 2, Inc. is a Florida Not For Profit Corporation, with its principal place of business in Sarasota. The organization has over 700 members and was formed in opposition to the current dredging proposal. A substantial number of its members have substantial interests in the use of the beach at Siesta Key and adjacent waters. Petitioners Peter van Roekens and Diane Erne are residents and property owners on Siesta Key. They have substantial interests in the protection of their properties and the use of the beach at Siesta Key and adjacent waters. Respondent City of Sarasota is an incorporated municipality in Sarasota County. It is a co-applicant for the Permit. Respondent Corps is the federal agency responsible for the Lido Key Hurricane and Storm Damage Reduction Project first authorized by Congress in 1970. Under this Project, the Corps has conducted periodic maintenance, inlet dredging, surveys, and bypassing to protect Lido Key’s shoreline. The Corps is a co-applicant for the Permit. Respondent DEP is the Florida agency having the power and duty to protect Florida’s air and water resources and to administer and enforce the provisions of chapters 161, 373, and 403, Florida Statutes, and rules promulgated thereunder in Titles 62 and 62B of the Florida Administrative Code, which pertain to the permitting of construction activities in the coastal zone and in surface waters of the state. DEP acts as staff to the Board of Trustees of the Internal Improvement Trust Fund. Intervenor Lido Key Residents Association is a Florida Not for Profit Corporation incorporated in 1980 and with its principal place of business in Sarasota. The organization represents the interests of regular users of Lido Key Beach. A substantial number of its members have substantial interests in the use of the beach at Lido Key and adjacent waters. The Project Area Lido Key is a 2.6-mile-long, manmade barrier island constructed in the 1920s, located on the Gulf of Mexico and within the City of Sarasota. North of Lido Key is New Pass, a navigation channel that separates Lido Key from Longboat Key. South of Lido Key is Big Sarasota Pass and the ebb shoal of the pass. Further south is Siesta Key, a natural barrier island. Sediment Transport In the project area, sand generally drifts along the various shorelines from north to south. There can be sand drift to the north during some storm events, currents, and tides, but the net sand drift is to the south. It is sometimes called “downdrift.” Whatever downdrift conditions existed 100 years ago, they were substantially modified by the creation of Lido Key. For decades, the shoreline of Lido Key has been eroding. Since 1964, the Corps has periodically dredged New Pass to renourish the shoreline of Lido Key. The City has also used offshore sand to renourish Lido Key. These renourishment projects have not prevented relatively rapid erosion of the shoreline. A 2.4-mile-long segment of the shoreline of Lido Key has been designated by DEP as “critically eroded.” The Big Sarasota Pass ebb shoal has been growing and now has a volume of about 23 million cubic yards (“cy”) of sand. The growth of the ebb shoal is attributable to the renourishment projects that have placed over a million cy of sand on Lido Key and Longboat Key. The growth of the ebb shoal has likely been a factor in the southward migration of the main ebb channel of Big Sarasota Pass, closer to the northern shoreline of Siesta Key. Most of the west-facing shoreline at Siesta Key has experienced significant accretion. It is unusually wide for a Florida beach. It was named the best (“#1”) beach in the United States by “Dr. Beach,” Dr. Steven Leatherman, for 2011 and 2017. The Project The federally-authorized Lido Key Hurricane and Storm Damage Reduction Project includes the use of New Pass as a supplemental sand source for renourishing Lido Key. However, the use of New Pass is the subject of separate DEP permitting. The project at issue in this proceeding only involves the renourishment of Lido Key and is named “Lido Key Beach Renourishment and Groins.” The Applicants conducted a study of the ebb shoal to determine whether it could be used as a permanent sand source to renourish Lido Key. The study consisted of an environmental feasibility study and an inlet management program for Big Sarasota Pass and New Pass with alternative solutions. The application for the Permit was a response to this study. The proposed sand source or borrow areas are three dredge “cuts.” Cuts B and D are within the ebb shoal. Cut C extends through the ebb shoal and partly into Big Sarasota Pass. Cut C generally follows an existing “flood marginal channel.” The sand from the cuts would be placed along the central and southern 1.6 miles of Lido Key to fill a beach “template.” The design width of the renourished beach would be 80 feet. The initial placement would be wider than 80 feet to account for erosion. The Permit would have a duration of 15 years. The Applicants’ intent is to initially place 950,000 cy of sand on Lido Key. After the initial renourishment, sand would be dredged from one or more of the three designated cuts about every five years to replace the sand that eroded away, and would probably be on the scale of about 500,000 cy. The numerical modeling of the proposed project assumed the removal of up to 1.3 million cy of sand from the three cuts. One of DEP’s witnesses testified that the Permit authorizes the removal of up to 1.732 million cy of sand. The record does not support that testimony. The Applicants did not model the effects of dredging 1.732 million cy of sand from the ebb shoal and pass. There is insufficient evidence in the record to support an authorization to remove more than 1.3 million cy of sand. Although the total volume of sand in the three cuts is 1.732 million cy, it is reasonable for the dimensions of the cuts and the proposed easement that is based on these dimensions to contain more material than is authorized to be removed, so as to provide a margin to account for less-than-perfect dredging operations. Therefore, it is found that the Permit authorizes up to 1.3 million cy of sand to be removed from the designated borrow areas. The findings of fact and conclusions of law in this Recommended Order that address the expected impacts of the proposed project are based on this finding. The Permit also authorizes the construction of two rubble mound groins at the southern end of Lido Key to stabilize the beach and lengthen the time between renourishment events. The groins are designed to be semi-permeable so that they “leak” sand. There are no seagrasses in the renourishment area and mostly scattered and thin patches of seagrass near the dredge cuts. The Permit requires mitigation for the potential direct impacts to 1.68 acres of seagrasses. To offset these impacts, the Applicants propose to create 2.9 acres of seagrass habitat. The seagrass habitat would be established at the Rookery at Perico Seagrass Mitigation Basin in Manatee County, about 16 miles north of Big Sarasota Pass. The Permit incorporates the recommendations of the Florida Fish and Wildlife Conservation Commission regarding protections for turtles, nesting shorebirds, and manatees. The Permit requires regular monitoring to assess the effects of the project, and requires appropriate modifications if the project does not meet performance expectations. Project Engineering The Corps’ engineering analysis involved three elements: evaluating the historical context and the human influences on the regional system, developing a sediment budget, and using numerical modeling to analyze erosion and accretion trends near the project site. A principal objective of the engineering design for the borrow areas, sand placement, and groins was to avoid adverse effects on downdrift, especially downdrift to Siesta Key. The Corps developed a sediment budget for the “no action” and post-project scenarios. A sediment budget is a tool used to account for the sediment entering and leaving a geographic study area. The sediment budgets developed by the Corps are based on sound science and they are reliable for the purposes for which they were used. The post-project sediment budget shows there would be minimal or no loss of sediment transport to Siesta Key. Petitioners did not prepare a sediment budget to support their theory of adverse impact to Siesta Key. Petitioners object to the engineering materials in the Permit application because they were not certified by a Florida registered professional engineer. DEP does not require a Florida professional engineer’s certification for engineering work submitted by the Corps. As explained in the Conclusions of Law, Florida cannot impose licensing conditions on federal engineers. Ebb Shoal Equilibrium Petitioners’ witness, Dr. Walton, developed a formula to estimate ebb shoal volume equilibrium, or the size that an ebb shoal will tend to reach and maintain, taking into account bathymetry, wave energy, tides, adjacent shorelines, and related factors. In an article entitled “Use of Outer Bars of Inlets as Sources of Beach Nourishment Material,” Dr. Walton calculated the ebb shoal equilibrium volume for the Big Sarasota Pass ebb shoal as between 6 and 10 million cy of sand. The ebb shoal has been growing and is now about 23 million cy of sand, which is well in excess of its probable equilibrium volume. The volume of sand proposed to be removed from the ebb shoal is only about six percent of the overall ebb shoal volume. Dr. Walton’s study of the use of ebb shoals as sand sources for renourishment projects supports the efficacy of the proposed project. Modeling Morphological Trends The Corps used a combined hydrodynamic and sediment transport computer model called the Coastal Modeling System, Version 4 (“CMS”) to analyze the probable effects of the proposed project. The CMS model was specifically developed to represent tidal inlet processes. It has been used by the Corps to analyze a number of coastal projects. Dr. Walton opined that the CMS model was inappropriate for analyzing this project because it is a two-dimensional model that is incapable of accounting for all types of currents and waves. However, a two-dimensional model is appropriate for a shallow and well-mixed system like Big Sarasota Pass. Dr. Walton’s lack of experience with the CMS model and with any three-dimensional sediment transport model reduced the weight of his testimony on this point. Petitioners contend that the CMS model was not properly calibrated or verified. Calibration involves adjustments to a model so that its predictions are in line with known conditions. Verification is the test of a model’s ability to predict a different set of known conditions. For calibrating the hydrodynamic portion of the model, the Corps used measurements of water levels and currents collected in 2006. The model showed a 90-percent correlation with water surface elevation and 87-percent correlation to velocity. Dr. Walton believes a model should exhibit a 95-percent correlation for calibration. However, that opinion is not generally accepted in the modeling community. Model verification, as described by Dr. Walton, is generally desirable for all types of modeling, but not always practical for some types of modeling. A second set of field data is not always available or practical to produce for a verification step. In this case, there was only one set of sea floor elevations available for verification of the CMS model. It is the practice of DEP in the permitting process to accept and consider sediment transport modeling results that have not been verified in the manner described by Dr. Walton. The Corps described a second calibration of the CMS model, or “test of model skill,” as an evaluation of how well the CMS model’s sediment transport predictions (morphological changes) compared to Light Detection and Ranging (“LIDAR”) data collected in 2004. The CMS model successfully reproduced the patterns of erosion and sediment deposition within the area of focus. Petitioners’ expert, Dr. Luther, testified that, over the model domain, the CMS model predictions differed substantially from LIDAR data and believes the discrepancies between the model’s predictions and the LIDAR data make the model’s predictions unreliable. Modeling sediment transport is a relatively new tool for evaluating the potential impacts of a beach renourishment project. Renourishment projects have been planned, permitted, and carried out for decades without the use of sediment transport models. Now, modeling is being used to add information to the decision-making process. The modeling does not replace other information, such as historical data, surveys, and sediment budgets, which were heretofore used without modeling to make permit decisions. Sediment transport is a complex process involving many highly variable influences. It is difficult to predict where all the grains of sand will go. Sediment transport modeling has not advanced to the point which allows it to predict with precision the topography of the sea floor at thousands of LIDAR points. However, the CMS model is still useful to coastal engineers for describing expected trends of accretion and erosion in areas of interest. This was demonstrated by the model’s accurate replication of known features of the Big Sarasota Pass and ebb shoal, such as the flood marginal channels and the bypassing bars. The CMS model’s ability to predict morphological trends assisted the Applicants and DEP to compare the expected impacts associated with alternative borrow locations on the ebb shoal and pass, wave characteristics, and sediment transport pathways. Together with other data and analyses, the results of the CMS model support a finding that the proposed dredging and renourishment would not cause significant adverse impacts. The Applicants extensively analyzed sediment transport pathways and the effects of alternative borrow areas on sediment transport to Siesta Key. Petitioners’ hypothesis is not supported by engineering studies of equivalent weight. The more persuasive evidence indicates that sediment transport to downdrift beaches would not be reduced and might even be increased because sediment now locked in the ebb shoal would reenter the sediment transport pathways. In addition, the proposed dredging may halt the southward migration of the main ebb channel of Big Sarasota Pass, and thereby reduce erosive forces on the interior shoreline of north Siesta Key. Wave Energy Petitioners assert that the proposed dredging would result in increased wave energy on Siesta Key because the diminished ebb shoal would no longer serve as a natural buffer against wave energy from storms. They conducted no studies or calculations to support this assertion. Because the proposed dredging would remove a small percentage of the total ebb shoal volume, the ebb shoal would remain a protective barrier for Siesta Key. Wave energy reaching the shorelines along Big Sarasota Pass or within Sarasota Bay would continue to be substantially reduced by the ebb shoal. The predicted increase in wave energy that would occur as a result of the project could increase the choppiness of waters, but would not materially increase the potential for wave-related erosion. Petitioners conducted no studies and made no calculations of their own to support their allegation that the project would significantly increase the potential for damage to property or structures on Siesta Key due to increased wave energy. To the extent that Petitioners’ expert coastal engineer opined otherwise, it was an educated guess and insufficient to rebut the Applicants’ prima facie case on the subject of wave energy. Groins Petitioners contend that the two proposed groins would adversely impact the beaches of Siesta Key because the groins would capture sand that would otherwise drift south and benefit Siesta Key. However, the preponderance of the evidence shows the groins would not extend into or obstruct the sand “stream” waterward of the renourished beach. The historic use of groins to capture downdrift resulted in adverse impacts to adjacent beaches. However, the use of groins in conjunction with beach renourishment to stabilize a renourished beach and without obstructing downdrift is an accepted practice in coastal engineering. The proposed groins would not obstruct longshore sediment transport and, therefore, would not interfere with downdrift to Siesta Key. Public Interest - General Section 373.414(1) requires an applicant to provide reasonable assurance that state water quality standards will not be violated, and reasonable assurance that a proposed activity is not contrary to the public interest. However, if the proposed activity significantly degrades or is within an Outstanding Florida Water (“OFW”), the applicant must provide reasonable assurance that the proposed activity will be clearly in the public interest. Sarasota Bay, including Big Sarasota Pass and portions of Lido Key, have been designated as an OFW. Therefore, the Applicants must demonstrate that the proposed project is clearly in the public interest. In determining whether an activity is clearly in the public interest, section 373.414(1)(a) requires DEP to consider and balance seven factors: Whether the activity will adversely affect the public health, safety, or welfare or the property of others; Whether the activity will adversely affect the conservation of fish and wildlife, including endangered or threatened species, or their habitats; Whether the activity will adversely affect navigation or the flow of water or cause harmful erosion or shoaling; Whether the activity will adversely affect the fishing or recreational values or marine productivity in the vicinity of the activity; Whether the activity will be of a temporary or permanent nature; Whether the activity will adversely affect or will enhance significant historical and archaeological resources under the provisions of section 267.061; and The current condition and relative value of functions being performed by areas affected by the proposed activity. DEP determined that the project is clearly in the public interest because it would improve public safety by providing protection to Lido Key upland structures from storm damage and flooding, protect and enhance wildlife habitat, and provide beach-related recreational opportunities; and it would create these public benefits without causing adverse impacts. Public Interest - Safety Petitioners contend that the proposed project would adversely affect public health, safety, welfare, or the property of others because it would interrupt downdrift and substantially reduce the storm protection provided by the ebb shoal. As found above, the preponderance of the evidence does not support this contention. Public Interest - Conservation of Fish and Wildlife Petitioners contend that the proposed project would adversely affect the conservation of fish and wildlife, including endangered or threatened species. The Permit application materials provided evidence that the proposed project would have no effects, or only minimal temporary effects, on water quality, temperature, salinity, nutrients, turbidity, habitat, and other environmental factors. That was sufficient as a prima facie showing that the project would not adversely affect the conservation of fish and wildlife because, if environmental factors are not changed, it logically follows that there should be no adverse impacts to fish and wildlife. Therefore, as explained in the Conclusions of Law, the burden shifted to Petitioners to present evidence to show that adverse effects to fish and wildlife would occur. It was not enough for Petitioners to simply contend that certain fish species were not adequately addressed in the application materials. With the exception of Dr. Gilmore’s field investigation related to the spotted seatrout, Petitioners conducted no studies or field work of their own to support their allegations of adverse impacts to fish and wildlife. Dr. Gilmore discovered that spotted seatrout were spawning in Big Sarasota Pass. Such spawning sites are not common, are used repeatedly, and are important to the conservation of the species. Spotted seatrout spawn from April through September. The record does not show that the Florida Fish and Wildlife Conservation Commission, the U.S. Fish and Wildlife Service, or the National Marine Fisheries Service were aware that Big Sarasota Pass was a spawning area for spotted seatrout, or considered this fact when commenting on the project. The spotted seatrout is not a threatened or endangered species, but DEP is required to consider and prevent adverse impacts to non-listed fish species, as well as recreational fishing and marine productivity. If the proposed project would destroy a spotted seatrout spawning area, that is a strong negative in the balancing of public interest factors. The Applicants do not propose mitigation for adverse impacts to spotted seatrout spawning. Seagrass sites close to the spawning area are used by post-larval spotted seatrout for refuge. The likely seagrass nursery sites for seatrout spawning in Big Sarasota Pass are depicted in SOSS2 Exhibit 77. The proposed seagrass mitigation at the Perico Rookery Seagrass Mitigation Basin, over 16 miles away, would not offset a loss of this refuge function because it is not suitable as a refuge for post-larval spotted seatrout. The spawning season for spotted seatrout occurs during the same months as turtle nesting season, and DEP argued that the turtle protection conditions in the Permit to limit lighting and prohibit nighttime work, would also prevent adverse impacts to the spotted seatrout. However, spotted seatrout spawning is also threatened by turbidity and sedimentation in the spawning area and adjacent seagrasses. The spotted seatrout spawning area is in the area where dredge Cut B is located. If Cut B were dredged during the spawning season, it would likely disrupt or destroy the spawning site. Reasonable assurance that the proposed project would not disrupt or destroy the spawning site requires that Cut B not be dredged during the spawning season. Seagrasses that are likely to provide refuge to post- larval seatrout are near the most eastern 1,200 feet of Cut C. Reasonable assurance that the proposed project would not disrupt or destroy the refuge function requires that the most eastern 1,200 feet of cut C not be dredged during the spawning season. In summary, the proposed project would adversely affect the conservation of fish and wildlife unless dredging was restricted during the spotted seatrout spawning season, as described above. Public Interest – Navigation, Flow of Water, and Erosion Petitioners contend that the proposed project would adversely affect navigation, the flow of water, and would cause harmful erosion to Siesta Key, but Petitioners conducted no studies or calculations to support this assertion. The preponderance of the evidence shows that no such adverse impacts would occur. Public Interest – Recreational Values Petitioners contend that the proposed project would adversely affect fisheries and associated recreation because of harm to spotted seatrout and other fish species. As found above, the preponderance of the evidence shows the project would adversely affect the spotted seatrout, an important recreational fish species, unless dredging was restricted during the spawning season. Public Interest - Value of Functions Petitioners contend that the proposed project would adversely affect the current condition and relative value of functions being performed by areas affected by the proposed project because dynamic inlet system would be disrupted. As found above, the preponderance of the evidence shows the project would not adversely affect the coastal system. However, it would adversely affect the spotted seatrout spawning and refuge functions provided by Big Sarasota Pass unless dredging was restricted during the spawning season. Mitigation If a balancing of the public interest factors in section 373.414(1)(a) results in a determination that a proposed project is not in the public interest, section 373.414(1)(b) provides that DEP must consider mitigation offered to offset the adverse impacts. Although the Perico Rookery at Seagrass Mitigation Basin is within the OFW and the same drainage basin, it does not fully offset the adverse impacts likely to be caused by the proposed project. The mitigation would not offset the loss of spotted seatrout spawning and refuge functions. The mitigation for the loss of spotted seatrout spawning and refuge functions is unnecessary if the impacts are avoided by restricting dredging during the spawning season as described above. Design Modifications Petitioners contend that the Applicants did not evaluate the alternative of taking sand from offshore borrow areas for the renourishment. The record shows otherwise. Furthermore, as explained in the Conclusions of Law, the Applicants were not required to address design modifications other than alternative locations for taking sand from the ebb shoal and Big Sarasota Pass. Consistency with the Coastal Zone Management Program Petitioners contend that DEP failed to properly review the Permit for consistency with the Florida Coastal Zone Management Program (“FCZMP”), because DEP failed to obtain an affirmative statement from Sarasota County that the proposed project is consistent with the Sarasota County Comprehensive Plan. The State Clearinghouse is an office within DEP that coordinates the review of coastal permit applications by numerous agencies for consistency with the FCZMP. It is the practice of the State Clearinghouse to treat a lack of comment by an agency as a determination of consistency by the agency. With respect to this particular project, the State Clearinghouse provided a copy of the joint coastal permit application to the Southwest Florida Regional Planning Council (“SWFRPC”) for comments regarding consistency with local government comprehensive plans. SWFRPC submitted no comments. In a letter dated June 26, 2015, the State Clearinghouse reported to the Corps that “at this stage, the proposed federal action is consistent with the [FCZMP].” In a written “peer review” of the proposed project produced by the Sarasota Environmental Planning Department in October 2015, some concerns were expressed, but no mention was made of inconsistency with the Sarasota County Comprehensive Plan. Sarasota County sent a letter to DEP, dated August 24, 2016, in which it requested that the Corps prepare an Environmental Impact Statement (“EIS”) for the project. Sarasota County did not indicate in its letter to DEP that the proposed project is inconsistent with any policy of the Sarasota County Comprehensive Plan. Petitioners assert that the proposed project would be inconsistent with an environmental policy of the Sarasota County Comprehensive Plan that Petitioners interpret as prohibiting the proposed dredging. The record contains no evidence that Sarasota County believes the proposed project is inconsistent with this particular policy or any other policy of its comprehensive plan.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP issue a final order approving the proposed agency actions, but only if the joint coastal permit is modified to prohibit dredging operations in Cut B and the most eastern 1,200 feet of Cut C during April through September. If this modification is not made, it is recommended that the proposed agency actions be DENIED; and The joint coastal permit be modified to clarify that it authorizes the removal of up to 1.3 million cy of sand. DONE AND ENTERED this 8th day of May, 2018, 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 8th day of May, 2018. COPIES FURNISHED: Kirk Sanders White, Esquire Florida Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Kent Safriet, Esquire Hopping Green & Sams, P.A. Post Office Box 6526 Tallahassee, Florida 32314 (eServed) Alexandrea Davis Shaw, Esquire City of Sarasota Room 100A 1565 1st Street Sarasota, Florida 34236 John R. Herin, Jr., Esquire Gray Robinson, P.A. Suite 1000 401 East Las Olas Boulevard Fort Lauderdale, Florida 33301 (eServed) Eric P. Summa U.S. Army Corps of Engineers Post Office Box 4970 Jacksonville, Florida 32232 Martha Collins, Esquire Collins Law Group 1110 North Florida Avenue Tampa, Florida 33602 (eServed) Thomas W. Reese, Esquire 2951 61st Avenue South St. Petersburg, Florida 33712-4539 (eServed) Richard Green, Esquire Lewis, Longman & Walker, P.A. Suite 501-S 100 Second Avenue South St. Petersburg, Florida 33701 (eServed) Kevin S. Hennessy, Esquire Lewis, Longman & Walker, P.A. Suite 501-S 100 Second Avenue South St. Petersburg, Florida 33701 (eServed) Christopher Lambert, Esquire United States Army Corps of Engineers 701 San Marco Boulevard Jacksonville, Florida 32207 (eServed) Lea Crandall, Agency Clerk Department of Environmental Protection Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Noah Valenstein, Secretary Department of Environmental Protection Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed) Robert A. Williams, General Counsel Department of Environmental Protection Legal Department, Suite 1051-J Douglas Building, Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (eServed)
Findings Of Fact Respondent 360 North Corporation is seeking a permit to fill .05 acre of land dominated by submerged and/or transitional plant species as defined by the DER. The purpose of this fill is to enable Respondent 360 North Corporation to construct a residential building on its property. Respondent 360 North Corporation has proposed to create .15 acre of wetland habitat on its land in the vicinity of the proposed fill area to compensate for whatever detriment may ensue as a result of the .05 acre fill. Respondent 360 North Corporation has produced evidence, uncontroverted at the hearing, that it is the record owner of the real property for which the permit is being sought and of the area in which the proposed mitigation is to be conducted. Respondent 360 North Corporation established by testimony that there was no practical alternative by which the two proposed buildings could be located within the property without requiring significant modification to the buildings' structure or without the use of fill. Credible expert testimony characterized the vegetation within the .05 acre fill area as dominated by black mangroves (Avicennia gerrninans) and white mangroves (Laguncularia racemosa), all of which are less than 2.5 feet in height. The proposed fill activity is to be conducted in wetlands contiguous to Longboat Pass, Sarasota County, Florida, described by the DER as a Natural Class III Water Body. Respondent 360 North Corporation's witness testified that the placement of .05 acre of fill as proposed will have no significant effect upon the water quality in Longboat Pass. Respondent 360 North Corporation submitted a proposal for wetland habitat creation with its modified permit application. This proposal indicates the methodology by which the mangroves from the area to be filled will be transplanted to the mitigation area. It also indicates that the proposed fill will have a gradual slope and will be replanted with wetland herbaceous vegetation to prevent erosion. Testimony by 360 North Corporation's expert witness established that with proper planting and monitoring, the mitigation area would have an 80 percent chance of success barring any unforeseen acts of nature such as an extreme frost or hurricane. In addition, the expert testified that once established the mitigation area will create an environmentally superior habitat to that now existing in the area to be filled and would add to the stability of the shoreline at the north end of Longboat Key. The expert for Respondent 360 North Corporation testified that transplantation should be done in the spring of the year, preferably in March. In addition, he recommended that the trees be removed with a tree spade and replanted on four-foot centers. Additional mangrove plants and seedlings from nursery stock should be planted in the understory on two-foot centers. It was also recommended that a monitoring program be initiated to ensure survival of the trees in the mitigation area. The trees should be monitored at weekly intervals for the first six weeks, decreasing to biweekly intervals for the remaining first year, then at semiannual intervals for two additional years. The parties agreed to resolve this dispute if the requested permit was issued containing conditions requiring planting and restoration as outlined by Respondent 360 North Corporation's expert in his testimony at the hearing and in the proposal submitted to the DER with the modified permit application. Respondent 360 North Corporation agreed to revegetate with wetland vegetation the area disturbed by the use of scaffolding or other equipment employed during construction. Respondent 360 North Corporation additionally agreed to post a bond or other form of financial assurance in the amount of $10,000 with the DER to insure compliance with the conditions of the permit.
The Issue Issues presented here concerned the entitlement of Respondent, Russell D. Horn, Sr., to be granted an environmental permit by Respondent, Department of Environmental Regulation, to build a boat stall on an existing dock in Putnam County, Florida. The boat stall's dimensions are ten feet wide by twenty feet deep and the construction would be on the St. Johns River.
Findings Of Fact On July 13, 1981, Russell D. Horn, Sr., who has a residence in Putnam County, Florida, bade application to the State of Florida, Department of Environmental Regulation, for the necessary permits to construct a boat stall ten feet wide by twenty feet deep at the site of an existing dock. A copy of the application may be found as Respondent Horn's Exhibit No. 2 admitted into evidence. The dock where Horn applied to build the boat slip is found in the St. Johns River, a navigable water body and waters of the State of Florida in Putnam County, Florida. The application form which was executed by Horn required him to indicate the name of adjacent property owners to the property at which the dock site was located, both upland and adjacent to the uplands. See Rule 17- 4.28(11)(c), Florida Administrative Code. To accomplish this task, the applicant utilized a sketch which he had been provided when he purchased his homesite in the area and indicated to the Department that the adjoining landowners were Milton Kilis and Robert Michal. In fact, Robert Michal was not an adjacent landowner. The adjacent landowner, Milton G. Kilis, wrote to advise the Department that he had no objection to the construction of the boat slip. This correspondence was dated September 11, 1981. A copy of that correspondence may be found as Respondent Department's Exhibit No. 3 admitted into evidence. After reviewing the initial application, additional information was requested by a document entitled "Completeness Summary" which was addressed from the Department to the Applicant Horn. A copy of this "Completeness Summary" requesting additional information may be found as Department's Exhibit No. 1 admitted into evidence. Through this summary, Horn was requested to provide written authorization from the dock owners. It was also requested that Respondent provide an affidavit of ownership of the upland property adjacent to the dock site. Horn received permission to construct from Frank Scussell and William A. Reaves, persons he understood to be the dock owners. See Respondent Horn's Exhibit No. 3 admitted into evidence. Horn misunderstood the question related to ownership of upland property and provided a mortgage deed with its attendant description of his home site property in Putnam County, which is at a different location from that of the upland property adjacent to the dock. A copy of that deed and other matters may be found as Respondent Horn's Exhibit No. 4 admitted into evidence. Department of Environmental Regulation reviewing authorities wrote on the "Completeness Summary" form, Respondent Department's Exhibit No. 1, indicating that the task of seeking written authorization from the dock owners had been achieved and that the affidavit of ownership of upland property owners was satisfactory. In fact, all adjacent property owners had not been notified of the pendency of the application request through the process of Horn's advising the Respondent agency of the names of all adjacent property owners to the uplands and the affidavit of ownership of the upland property owner at the dock site was not filed. During the review process, permission was given by the Department of the Army, Corps of Engineers, for the construction of the boat slip. A copy of this permission, by letter dated August 31, 1981, is Respondent Department's Exhibit No. 2, admitted into evidence. The Department of Environmental Regulation reviewed the permit application and prepared an application appraisal, which may be found as Respondent Department's Exhibit No. 5 admitted into evidence. The findings made by that application appraisal related to application review are found to be accurate. In particular the permit application appraisal indicated that the boat slip would be located at the waterward end of the existing dock structure, which existing dock structure accommodated four boats. The appraisal found that the project was located in South Putnam County in the town of Georgetown on the St. Johns River. The permit appraisal found that the project site would be located in the littoral zone of the river about one hundred feet waterward of the mean high water line. No littoral growth was seen at the depth of the proposed construction. Tapegrass, Mexican waterlily and cattail were present near the shore. Several large hardwood swamp trees were present at the shoreline. The project was found to be located in a Water Class III and adjacent waters were Class III according to the appraisal, no significant immediate or long-term adverse environmental impacts were to be expected to occur due to the completion of the boat slip. Horn was subsequently given a construction permit to add the boat stall to the existing dock. A copy of that permit may be found as Respondent Department's Exhibit No. 6 admitted into evidence. The only specific conditions related to that matter pertain to the necessity for the utilization of turbidity curtains throughout the project for purposes of containing the turbidity that might exceed State water quality standards, The permit was issued on September 22, 1981. After receiving the permit, sometime around October 20, 1981, Horn purchased the necessary lumber to construct the stall and on October 24, 1981, went to the dock site to begin the installation of pilings related to the construction of the boat stall. While placing the pilings on October 24, 1981, an adjoining property owner and Petitioner in this cause, Marshall Wolfe, stood on his dock, that is, Wolfe's dock, and hailed to Horn to stop building. Horn did not know Wolfe before that time and did not know that Wolfe, not Michal, was the adjacent property owner on that side of the dock. On October 28, 1981, Marshall Wolfe and his wife, Ann Wolfe, wrote to the Department in the person of G. Doug Dutton, Subdistrict Manager, and indicated that they were opposed to the issuance of the permit, which is under the number of the permit issued to Respondent, and requested a hearing on the question of the issuance. A copy of that correspondence may be found as Department's Exhibit No. 7 admitted into evidence. On the same date, October 28, 1981, Horn was contacted by the Department of Environmental Regulation and advised of the Wolfe complaint and Horn was told that he would receive a cease and desist order from the Department of Environmental Regulation. On October 30, 1981, Horn returned to the construction site and found four of his neighbors finishing the construction of the stall. In fact, the neighbors did conclude the construction and the boat slip remains in place. A cease and desist letter was mailed on November 2, 1981; however, this letter was not received by Horn immediately. Horn did subsequently learn of the contents of the letter some time in November or December, 1981. A copy of the cease and desist letter may be found as Respondent Department's Exhibit No. 8 admitted into evidence. On December 13, 1981, an attempt was made at the instigation of Department officials for the Petitioners and Respondent Horn to resolve the controversy. This effort was unsuccessful. As a consequence, a formal hearing was necessary in keeping with the request of the Department that the Division of Administrative Hearings conduct a Subsection 120.57(1), Florida Statutes, formal hearing. This request had been made on November 12, 1981, and an initial hearings had been scheduled for February 11, 1982, following consultation between the various parties and the Hearing Officer. At the initial hearing session on February 11, 1982, which was to be held in Palatka, Florida, counsel for Department indicated that the upland property was not owned by Horn and that easement rights to that property were unclear. In view of this fact the hearing was continued until the ostensible upland property owner could be notified of the pendency of the issuance of an environmental permit and be allowed to participate. Notification was subsequently provided by an Intent to Issue Statement, a copy of which may be found as Respondent Department's Exhibit No. 9 admitted into evidence. This notification was through the Department at the instigation of the Hearing Officer. The date of notification was February 12, 1982. An order was entered on March 17, 1982, which allowed the intervention of St. Johns Crescent Lakesites, Inc. into the proceedings and that party, in the person of its counsel, Lauren E. Merriam, III, Esquire, participated in the April 15, 1982 hearing. St. Johns Crescent Lakesites, Inc. is the owner of the upland property adjacent to the dock in which Horn had constructed the boat slip. No indication was given that any easement rights were ever granted by that corporation to grant access to the boat slip from the adjacent property. The overall dock area, in terms of square feet, is between 500 and 1000 square feet. Other than the permit application made by Horn, no other permission has been received by the Department to construct the other features of the dock. A further appraisal of the project site subsequent to the September 18, 1981, appraisal has been made. That appraisal was made by the field inspector for the Department. This appraisal by Melvin Rechtor agrees with the project appraisal made by the first field inspector, John Hendricks. The testimony of Melvin Rechtor on environmental impacts of the project are accepted as accurate. Rechtor's testimony established that the project would have an insignificant impact on water quality considerations and would not adversely affect the species or the conservation of fish, marine and wildlife or other natural resources. Rechtor's testimony established that there would be no unreasonable interference with waterward access of adjacent property owners. Rechtor's testimony also established that there would be no navigational hazard nor interference with fishing and swimming by persons using the river.
The Issue The issues in these cases are whether the Respondent, Roy Palmer, is entitled to a Noticed General Environmental Resource Permit, under Florida Administrative Code Chapter 62-341, and a Consent of Use under Florida Administrative Code Chapter 18-21.
Findings Of Fact Procedural History On or about February 13, 1995, the Respondent, Roy Palmer (Palmer), applied for a wetland resource permit to construct a 395-foot boat dock for use at his single-family residence at property he owned on Sarasota Bay, an Outstanding Florida Water. As proposed, this dock was to originate from the northern part of Palmer's property and have a terminal platform with two boat moorings and two boat lifts. On September 1, 1995, the Department of Environmental Protection (the Department or DEP) gave notice of intent to issue a permit for a shorter (370-foot) dock originating from the southern part of the Palmer property. The Petitioners filed a petition for administrative hearing challenging the intended action. DEP referred the petition to the Division of Administrative Hearings (DOAH), where it was assigned DOAH Case No. 95-5311. On or about December 11, 1995, Palmer applied for a noticed general environmental resource permit (ERP) permit for his dock under new DEP rules went into effect on October 3, 1995. This proposal was for the 370-foot dock originating from the southern part of the Palmer property. On or about January 10, 1996, DEP acknowledged receipt of the noticed general ERP (No. 582819483) and informed Palmer that it appeared to meet the requirements of the new rule. DEP also gave notice of intent to grant Palmer's application for consent of use of sovereign submerged lands necessary to construct the dock. (The record is not clear when the application for consent of use was filed.) The Petitioners filed a petition for administrative hearing challenging agency action regarding both the noticed general ERP and the consent of use. DEP also referred this petition to DOAH, where it was assigned DOAH Case No. 96-0736. Palmer withdrew the original permit application and moved to dismiss DOAH Case No. 95-5311. In July, 1996, Palmer applied for a noticed general ERP to build a still shorter (232-foot) dock originating from the southern part of the Palmer property (Permit No. 292583). Apparently, no notice of the application was published or required to be published. It is not clear whether the Petitioners "filed a written request for notification of any pending applications affecting the particular area in which the proposed activity is to occur." Palmer's second noticed general ERP (No. 292583) was amended on or about August 19, 1996, to eliminate one boat mooring and one boat lift. DEP took no action on Palmer's second application for a noticed general ERP No. 292583. On September 23, 1996, Palmer filed a Motion to Dismiss the Petition for Administrative Proceeding in DOAH Case No. 96-0736 because he had withdrawn the previous application for a noticed general ERP for a 370-foot dock (No. 582819483) and was proceeding only on the second noticed general ERP (No. 292583) for the 232foot dock. Palmer's intent was to dismiss only the portion of his prior application regarding the noticed general permit, but not the consent of use. On October 28, 1996, the Petitioners filed a petition for administrative hearing challenging noticed general ERP No. 292583 for the 232-foot dock. This petition alleged that the Petitioners filed a written objection to noticed general ERP No. on September 16, 1996, which requested a written response, and that no response of any kind was received until the Petitioners inquired and were told that DEP did not intend to respond to either the noticed general ERP (No. 292583) or the Petitioners' objection. Proposed Dock at Issue The proposal at issue is for a 227-foot access pier and 20 foot by 5 foot terminal platform with only one boat mooring and one boat lift. The length, location, and design of Palmer's proposed dock was changed in an attempt to satisfy the Department of Environmental Protection (DEP or the Department) and Palmer's neighbors. Palmer's task in this regard was difficult in part because a longer dock with a terminus in deeper water could have less impact on seagrasses (the major environmental concern) but would have a greater impact on the neighbors' views of Sarasota Bay (the major infringement of riparian rights concern.) In the final version, Palmer tried to balance these conflicting concerns. As proposed, neither the terminal platform, boat lift, nor mooring location occurs over submerged grassbeds, coral communities or wetlands. Starting at the mean high water line, the first 75 feet of the access pier for the proposed dock will traverse essentially no sea grasses. In the next 75 feet to 150 feet of the access pier, there will be approximately 80% vegetative cover consisting primarily of the seagrass halodule wrightii. Between 150 feet and 200 feet, there will be approximately 20% vegetative cover consisting of the seagrasses halodule wrightii and thalassia testudinum. Between 200 feet and 232 feet, seagrasses consisted primarily of thalassia testudinum, except that the terminal platform is located in an area of essentially bare sand. Starting at 80 feet from the mean high water line, the access pier for the proposed dock will ramp up to 5 feet above mean high water for the next 20 linear feet and continue at that elevation for the next 112 feet to reduce shading of the seagrasses. Then it will descend stairs for the next 5 linear feet, until it is 3.5 feet above mean high water, and will continue at that elevation for 10 more feet to where it joins the 20 foot by 5 foot terminal platform. In this way, wherever it traverses seagrasses, the access walkway portion of the pier will be elevated 5 feet above mean high water. The access walkway will be only 4 feet wide and will have half-inch wide gaps between its deck boards to allow sunlight through and further reduce shading of the seagrasses. The access walkway also will have handrails that are maintained in such a manner as to prevent use of the access walkways for boat mooring or access. As proposed, the terminal platform and boat lift occurs in a location with minimum depth of 2.2 feet below the mean low water level. There is some water 1.7 feet deep in the vicinity of the terminal platform, but the structure can be used without traversing the shallow water. The structure is designed so that boat mooring and navigational access will be in water at least 2 feet deep. Including access pier and terminal platform, the total area of Palmer's proposed dock over sovereign, submerged land would be 1,008 square feet. There will be no wet bars or living quarters over wetlands or surface waters or on the pier, and there will be no structures enclosed by walls or doors. There will be no fish cleaning facilities, boat repair facilities or equipment, or fueling facilities on the proposed dock. No overboard discharges of trash, human, or animal waste, or fuel will occur from the dock. The only dredging or filling associated with construction of Palmer's proposed dock will be the minimum dredge and fill required for installation of the actual pilings for the pier, terminal platform, and boat lift. Altogether, less than 30 square feet of bay bottom will be disturbed during construction and displaced to accommodate the pilings. Palmer's noticed general ERP is subject to the general conditions set out in Florida Administrative Code Rule 62- 341.427. Among those conditions is the requirement that Palmer implement best management practices for erosion, turbidity, and other pollution control to prevent violation of state water quality standards. The pilings will be jetted, not driven, into place to minimize disturbance of the bay bottom and temporary increases in turbidity. Turbidity barriers will be installed and maintained in a functional condition at each piling until construction is completed and soils are stabilized and vegetation has been established. Used properly, turbidity barriers have proved effective in containing temporary turbidity from dock construction. Based on the expert testimony, it is found that the construction of Palmer's proposed dock will not significantly impact seagrasses. The Petitioners presented expert testimony on seagrasses, but their expert testified only generally based on studies showing that shading negatively impacts seagrasses. He had no prior knowledge of the Palmer dock design, seagrass coverage, or the depth of the water. When apprised of some information concerning Palmer's proposed dock, he admitted that the studies involved far more severe shading conditions than would be caused by the proposed dock. He could not testify that the Palmer dock design would harm seagrasses, with the exception of those actually removed by the installation of the pilings. Accidental boat propeller dredging in using a dock can be a secondary impact on seagrasses from dock construction. But while a dock could perhaps attract a few boats, the dock's presence also might cause boaters to steer clear of the dock or reduce speed in the vicinity of the dock, which could result in a net reduction in the risk of damage to seagrasses from accidental prop dredging. Petitioners Dr. Franklin Pfeiffenberger, James Castoro, and Winifred Castoro jointly own a dock to the south of the Palmer property. This dock, which was built in the 1930's, projects 190 feet into Sarasota Bay and traverses seagrasses. Unlike the proposed Palmer dock, the Pfeiffenberger dock is not elevated, and it terminates in seagrasses. The seagrasses under the Pfeiffenberger dock are the same types as those located in the Palmer dock alignment--a combination of halodule wrightii and thalassia testudinum. The dock has been rebuilt a number of times over the years. Upon physical inspection, apparently healthy and growing seagrasses were found underneath the Pfeiffenberger dock. The proposed dock will not harm wildlife, including manatees (the only endangered species in the area, animal or plant). Manatees use Sarasota Bay in general, but the east side of the bay, where the Palmer property is located, is not a high use area. It is shallow and would not be considered "select" habitat for manatees. The proposed dock would not have any detrimental effect on manatee travel patterns; they could easily swim around the dock. Manatees eat seagrasses and other aquatic vegetation, but the proposed dock will not have significant adverse impact on those resources. Finally, while a dock could perhaps attract a few boats, the dock's presence also might cause boaters to steer clear of the dock or reduce speed in the vicinity of the dock, which could result in a net reduction in the risk of injury to manatees in the area from boat collisions and prop scarring. Except for temporary turbidity during construction, no other water quality parameters will be violated as a result of the construction of Palmer's proposed dock. Palmer's proposed dock and its use will not significantly impede navigability in Sarasota Bay. The bay is approximately 18,000 feet wide at that point, and it is approximately 4,800 feet from Palmer's property to the Intracoastal Waterway. Since the water is shallow near shore in the vicinity of the Palmer property, relatively few boats frequent the area. Those that do are generally smaller boats. These boats easily could navigate so as to avoid the dock; very small boats, such as canoes and kayaks, might even be able to carefully pass under the elevated portion of the dock. Palmer's proposed dock also would not be a serious impediment to other recreational uses of Sarasota Bay in the area. The water is too shallow for swimming. Fishing could improve because the dock could attract baitfish. People could continue to wade-fish by walking around or even under the proposed dock. Palmer's proposed dock is aesthetically consistent with the area in which it is located. All the Petitioners have some sort of man-made structure projecting out into Sarasota Bay from their property. As already mentioned, Dr. Pfeiffenberger and the Castoros have a 190-foot dock projecting straight out into Sarasota Bay. Within the past five years, Dr. Pfeiffenberger has installed a bench to sit on at the end of the dock. To the north of the Palmer property, property owned by Mr. and Mrs. Cabaniss has a yacht basin formed by a sea wall that projects roughly perpendicular to the shoreline out into the bay. Immediately north of the Cabaniss property, there is a boat house on the Goldman property where it abuts the yacht basin. The Goldmans' boat house is approximately 20 feet in length and 10 feet in height from ground level. Immediately south of the Palmer property, Ms. Stenhouse has a small dock (which appears to be located over seagrasses.) As a result, the viewsheds of Palmer and the Petitioners already contain many docks and man- made structures. In addition, the Ringling Causeway and bridge can be seen from all of these properties. Palmer's proposed dock will appear in some views from the Petitioners' properties. Generally, the closer the neighbor, the more will be seen of Palmer's proposed dock. Some of the Petitioners will only be able to see the proposed dock if they go out to the westerly edge of their properties on the bay. While the proposed dock will appear in and alter these views, it will not eliminate any Petitioner's view of Sarasota Bay. Even the closest neighbors will have some unobstructed views around the proposed dock. It also will be possible to see over and under the proposed dock, similar to the way in which many of the Petitioners now enjoy their views. There are tall pine and palm trees on the Cabaniss property between their house and their view of the bay. Most of the other properties in the vicinity appear to have similar viewsheds. Ms. Stenhouse has a large stand of mangroves of the western edge of her property; they cover approximately 60 percent of the panorama from her house, but they are trimmed up so she can see through them. While some people would prefer not to have the Palmer dock there, other people might view the availability of single- family residential docks to be an asset to the properties in the neighborhood. Based on expert testimony, it cannot be found that property values in the area would go down as a result of Palmer's proposed dock. Palmer's proposed dock does little if anything to further the idealistic goals and objectives of the City of Sarasota Comprehensive Plan and the Sarasota Bay Management Plan to restore and expand seagrasses in Sarasota Bay in that the proposed dock will eliminate some seagrasses. However, only approximately 30 square feet of seagrasses will be lost. Otherwise, the proposed dock is consistent with other goals and objectives of the City of Sarasota Comprehensive Plan and the Sarasota Bay Management Plan in that the dock has been aligned and planned so as to minimize impacts on seagrasses while balancing the neighbors' desire to minimize the impact on their views of Sarasota Bay. Palmer's Riparian Rights Palmer and his wife received a Warranty Deed, dated August 27, 1993, from James Kirk, II, individually and as personal representative of the Estate of Marie Ferguson. The deed describes Lots 27 and 28 of the Indian Beach subdivision in Sarasota, Florida, with a western boundary "along the shores of Sarasota Bay." Palmer attached this deed to his applications. Since at least November 1992, the mean high water line of Sarasota Bay has been west of a seawall on the Palmer property. The evidence was clear that the seawall has been there since at least 1944 and that Palmer has not filled the area to the west of the seawall or built any structure that influences its existence. The evidence was not clear as to the creation and history of upland to the west of the seawall. From aerial photographs, it appears that at least some upland has existed to the west of the seawall at least from time to time for at least the last 30 years. For reasons no witness could explain, the Palmers also received a Warranty Deed from Kirk, dated September 3, 1993, purporting to convey title only up to the seawall on the Palmer property. Likewise for reasons no witness could explain, a land surveyor named Lawrence R. Weber prepared a boundary survey based on the description in the September 3, 1993, Warranty Deed. Also for reasons no witness could explain, the Palmers received a Quit Claim Deed from Kirk, dated October 20, 1993. This instrument quitclaimed to the Palmers "all of the Grantor's property to the mean high water line of Sarasota Bay, including riparian rights." Except for the mysterious September 3, 1993, Warranty Deed from Kirk, all deeds in the chain of title back to at least 1944 reflect an intention to convey riparian rights. A deed given by Helen and Frederick Delaute to Cecilia and Harold Wilkins, dated April 19, 1944, described the westerly boundary of the property as running northerly along the shores of Sarasota Bay and specifically referenced riparian rights. (This deed attached a survey showing the still-existing seawall.) The next deed in the chain of title was from the widowed Cecilia S. Wilkins to Edward and Laura Williams dated December 27, 1954. The metes and bounds description again referenced the westerly boundary as running along the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights. The next deed in the chain of title was from Edward and Laura Williams to Aidan and Wilma E. Dewey dated June 30, 1958. This deed again defined the westerly boundaries of the property as the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights. The next deed in the chain of title was from Aidan and Wilma Dewey to Edward and Marie Ferguson dated August 23, 1967. This deed again defined the westerly boundary of the property as the shores of Sarasota Bay and specifically referenced foreshore accretions and riparian rights.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order issuing Noticed General Environmental Resource Permit (No. 292583) and Consent of Use (No. 582819483) to Roy Palmer. DONE AND ENTERED this 1st day of September, 1998, in Tallahassee, Leon County, Florida. J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 1st day of September, 1998. COPIES FURNISHED: Richard Filson, Esquire Filson and Penge, P.A. 2727 South Tamiami Trail, Suite 2 Sarasota, Florida 34239 Thomas I. Mayton, Esquire T. Andrew Zodrow, Esquire Department of Environmental Protection 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 David M. Levin, Esquire Icard, Merrill, Cullis, Timm, Furen & Ginsburg Post Office Box 4195 Sarasota, Florida 34237 Alexandra St. Paul, Esquire The Riverview Center 1111 3rd Avenue, West Suite 350 Bradenton, Florida 34205 Kathy Carter, Agency Clerk Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000 F. Perry Odom, General Counsel Department of Environmental Protection Office of General Counsel 3900 Commonwealth Boulevard Mail Station 35 Tallahassee, Florida 32399-3000
Findings Of Fact Respondent, Arthur B. Lujan (Lujan) and his wife, Betty L. Lujan, are the owners of a 34.09-acre parcel of land which includes Enchanted Island and its surrounding submerged lands. 1/ Enchanted Island is a 3 1/2-acre island located in Florida Bay to the east of Key Haven and north of U.S. Highway 1, Monroe County, Florida. On January 15, 1986, Lujan applied to Monroe County for a land clearing permit and fill permit. The permits, as requested, would have permitted him to clear, after-the-fact, the island of vegetation, fill the island to +4' MHW (mean high water), and restore an access road to the island. Lujan's applications were approved, and the permits issued on February 4, 1986. The Department of Community Affairs (Department), pursuant to Section 380.07, Florida Statutes, filed a timely appeal with the Florida Land and Water Adjudicatory Commission (Adjudicatory Commission). Background In 1970, Lujan and his wife purchased the subject property, which included Enchanted Island and its surrounding submerged lands. At that time, an access road connected the western tip of the island to U.S. Highway 1. 2/ In or about April 1972, Lujan constructed, by the deposit of fill over bay bottom, an access road from U.S. Highway 1 to the eastern tip of Enchanted Island. Since this work was being performed without a federal permit, the Department of the Army, Corps of Engineers (Corps) on April 26, 1972, advised Lujan to cease and desist all unauthorized work in navigable waters of the United States. Lujan complied with the Corps' request, but did not remove the road. In late December 1972, Lujan began fill work on the western access road and on Enchanted Island itself. According to Lujan, his intention was to clearly define the boundary of Enchanted Island, raise its elevation from approximately +3' MSL (mean sea level) to +4' MSL, and restore the western access road, which had been subjected to erosion. Lujan was performing the work on the access road without a federal permit, and on January 4, 1973, the Corps advised Lujan to cease and desist all unauthorized work in navigable waters. 3/ In response to the cease and desist order, Lujan ceased activity on both the access road and Enchanted Island itself. 4/ At that time, the boundary of Enchanted Island had been defined by a perimeter road above MHW and the access road restored, but the elevation of the island had not been raised or its interior altered. Lujan further responded to the Corps' cease and desist order by filing suit in the United States District Court, Southern District of Florida (District Court) to enjoin the Corps from any further interference with the use and enjoyment of Enchanted Island. That suit was dismissed without prejudice when Lujan agreed to submit an after-the-fact permit application to the Corps. That application, filed May 30, 1973, sought leave to restore the western access road, place three culverts through the road, and to remove the unauthorized eastern access road and place its material on the island to bring the final elevation of the island to +4' MLW (mean low water). Subsequently, on June 17, 1974, the Corps denied Lujan's permit. In February, 1975, Lujan again filed suit against the Corps in District Court seeking injunctive and declaratory relief and de novo review of the Corps' permit denial. The United States responded by instituting suit against Lujan for violation of the permit requirements of Section 10 of the Rivers and Harbor Act of 1899, and the Federal Water Pollution Control Act of 1972. In their action, the government sought civil penalties, and an order that the unauthorized work be removed and the area restored to its pre-existing condition. These two actions (Case Nos. 75-150-CIV-EBD and 75-635-CIV-EBD) were ultimately consolidated. On December 5, 1975, the District Court ruled that the Corps' permit denial was neither arbitrary nor capricious. The court further ordered Lujan to remove the western access road and restore the area to the natural depth of the adjacent bottom, and to pay a civil penalty. 5/ Lujan appealed. On appeal, the United States Court of Appeals, Fifth Circuit (Appellate Court) agreed with Lujan's assertion that, inter alia, the Corps had breached an agreement to only consider in their determination substantive objections from the state agencies who had to be notified. The Appellate Court found the state agencies' objections to lack substance, and reversed the decision of the District Court. On remand, the Corps was instructed not to consider any previously filed objections from the state agencies since they were not specific in nature. 6/ Following remand, the Corps notified Lujan that viewed from the context of its 1975 regulations, the interior of Enchanted Island was deemed a wetlands area which could not be filled absent a Corps permit. The District court found, however, that since the Corps acted improvidently in stopping Lujan's activities in January 1973, it would be inequitable for the Corps to retroactively apply its wetlands policy to Lujan's property. Succinctly, the court found in its order of April 26, 1985, that: In 1972, when Lujan initially was ordered to cease work on the road, Corps jurisdiction was not exercised above MHTL. Its 1975 regulations created a "wetlands policy" which asserted jurisdiction over activities above MHTL. Had the Corps not interfered capriciously with Lujan's activities, he would have completed his fill project prior to the change in regulations and the project would have been "grand fathered in" ... Retroactive application of the permitting requirement is not appropriate. Consequently, the court held: The Corps is directed to reopen the permit application only with respect to the western access strip and only so that the administrative process may effec- tuate a reasonable restoration plan. No permitting is required as to Enchanted Island above MHTL, and the Corps is enjoined from exercis- ing jurisdiction over the area (to the extent that Lujan's activities do not affect navigable waters, which would confer jurisdiction upon the Corps). The parties shall meet, formulate an agreed restoration order, and submit it to the court for evaluation within sixty (60) days of this order. (Emphasis added). Lujan and the Corps experienced no difficulty in formulating an agreed restoration plan for the western access road; however, they reached an impass when Lujan insisted that the plan include approval of his desire to fill the interior of Enchanted Island to +4' MHW. While it took no exception to the court's order that it not exercise jurisdiction over the interior of Enchanted Island, the Corps refused to agree that a provision directing the filling of the interior of the island was appropriate. According to the Corps, such matters were not a subject matter of the current litigation and could be an infringement upon county and state permitting requirements. At a hearing held November 15, 1985, at which Mr. Lujan was present, the court concurred with the Corps and directed that any language which referred to raising the existing uplands of Enchanted Island to +4' MHW be deleted. Notwithstanding the court's instruction that the restoration plan contain no reference to filling the uplands of the island, the plans attached to the consent agreement still contained such language, in brackets, when submitted to the court. By order of December 20, 1985, the court ratified the restoration plan, as submitted; however, by order of February 14, 1986, the court corrected its oversight by deleting the bracketed language which dealt with filling the uplands of the island. Current Development Activities On January 6, 1986, Lujan applied with the Florida Department of Transportation (DOT) for a driveway permit which would allow him to connect the western access road through DOT right-of-way to U.S. Highway 1. Receipt of this permit was crucial to Lujan's plans, since at sometime subsequent to January 4, 1973, the portion of the western access road which occupied DOT right-of-way had been removed, creating a water gap in the road. On January 8, 1986, the requested permit was granted, with the following legend stamped conspicuously thereon: VALIDITY OF THIS PERMIT IS CONTINGENT UPON PERMITTEE OBTAINING NECESSARY PERMITS FROM ALL OTHER AGENCIES INVOLVED. On January 14, 1986, Lujan began to prepare the island to receive fill. On that day Lujan filled the "water gap" in the access road and began the process of leveling the high and low portions of the island by bulldozing on the southerly end of the island. It was Lujan's intention to level to the north end of the island and along the access road, and then fill and grade the island. At approximately 5:30 p.m., January 14, 1986, George Garrett, a Monroe County biologist, arrived on the job site with the announced intention of red tagging it since no county permits had been obtained. In response, Lujan exhibited a copy of the District Court's order. Mr. Garrett, at that point, elected not to red tag the job site and requested that Lujan with his supervisor the next day. 7/ Mr. Garrett's request that Lujan meet with his supervisor the next day regarding the project did nothing to deter Lujan's clearing efforts. The proof establishes that when Mr. Garrett left the island on January 14, 1986, there had been some scarification at the southerly end of the island, but the mangrove community which dominated the central portion of the island, discussed infra, had not been disturbed. At 8:30 a.m., January 16, 1986, when the island was again inspected, the island had been cleared of most vegetation and leveled, and the mangroves which had occupied the interior of the island were now resting in several large piles of debris. On January 15, 1986, Lujan met with Bob Herman, Mr. Garrett's supervisor, to discuss the activities which were occurring on the island. As a consequence of that meeting, the job site was red tagged pending Lujan's application for and receipt of Monroe County permits. On January 15, 1986, Lujan filed an application with Monroe County for a fill permit which would permit him to fill the island to +4' MHW and restore the western access road, as well as a land clearing permit which would permit him, after the fact, to clear the island of vegetation. Attached to the applications were copies of the District Court's order of December 20, 1985, and the consent agreement of December 16, 1985. On each application Lujan affixed the following legend: This application is without waiver of applicant's rights in Case Nos. 75-150-CIV-EBD and 75-635-CIV-EBD and position that no permits may be required and that such permits (if any) should be processed using 1972 county laws then in effect. Lujan's applications were not accompanied by a vegetation survey and plot plan as required by Chapters 4 and 18, Monroe County Code, infra. The applications were, however, accompanied by a copy of the December 16, 1985, consent agreement, which contained plans for the restoration of the westerly access road. These plans delineated the areas to be filled, the location of culverts, and the location and elevations of the proposed paved access road. On February 4, 1986, upon instructions from its County Attorney, Monroe County issued a fill permit and land clearing permit to Lujan despite his failure to provide a vegetation survey or disclose his development plans for the island. Each permit contained the following remarks: Said permit issued in accord with the Federal Court Orders entered by Judge Ned Davis on the 26th day of April, 1985, and on the 20th day of December, 1985. Immediately upon receipt of the county permits, Lujan began to fill the interior of the island and restore the westerly access road as rapidly as possible. According to Lujan, he had a contract to obtain fill on advantageous terms if he could promptly remove it from the Key West naval station. By February 14, 1986, auspiciously, Enchanted Island had been cleared of vegetation and its elevation raised to +4' MHW, and the access road restored. On February 20, 1986, the Department of Community affairs (Department) noticed its appeal of the Monroe County permits to the Adjudicatory Commissions. 8/ Enchanted Island At the time Lujan was stopped by the Corps on January 4, 1973, the topography of Enchanted Island had been altered by the establishment of a perimeter road around its boundaries above the MHW mark, and its westerly access road restored. Mangroves fringed the island waterward of the perimeter road, but none existed along the newly restored access road. The interior of the island, located upland of the perimeter road, was not shown to have been significantly altered at that time. On January 14, 1986, when Lujan began to clear and grade the island, its topography had not changed significantly from January 1973; the perimeter of the island was still defined by a roadway above MW and the fringing mangroves waterward of the road still stood. At the center of the island, upland from the perimeter road, a depression existed which covered approximately 15-25 percent of the island's lands and which was characterized by red, black and white mangroves, as well as some buttonwood. This depression was saturated by water at a frequency and duration adequate to support its wetlands species; however, since it was located upland of the MHW mark the Source of its waters was most probably from percolation and rainfall. Located elsewhere on the interior of the island were buttonwood, Bay Cedar and sea oxeye daisy. By January 16, 1986, Lujan had cleared the interior of the island of any significant vegetation, and leveled it. The mangroves, which now fringed portions of the access road, as well as those which fringed the island, were not, however, disturbed. Monroe County Regulations Chapter 4, Article II, of the Monroe County Code (MCC) establishes and regulates development within a shoreline protection zone. Pursuant to Section 4-18, MCC, the zone is established as follows: There is hereby established a shoreline protection zone in all that portion of the county defined in Section 22F-8.02, Florida Administrative Code, and generally known as the Florida Keys. The shoreline protection zone includes submerged lands covered by the waters of the Atlantic Ocean and the Gulf of Mexico (Florida Bay) out to the seaward limit of the State's territorial boundaries, whether in sovereign or private ownership, including those lands contiguous to such waters where fringing mangrove communities occur. In order to maintain the functional integrity of these mangrove communities, the interior boundary of the shoreline protec- tion zone is hereby established at a line extending fifty (50) feet laterally upland from the landward limit of the shoreline mangroves. The shoreline mangroves shall include mangrove communities which contain red (Rhizophora mangle), black (Avicennia nitida) or white (Laguncularia racemosa) mangroves but excluding those mangrove communities which are isolated inland and separated from open water areas by nonmangrove natural vegetative communities. Consequently, all of the western access road and the portion of Enchanted Island lying within 50' upland from the landward limit of the shoreline mangroves are within the shoreline protection zone. The mangroves which occupied the depressed area in the central portion of the island were not, however, within the zone. Pemittable uses within the shoreline protection zone are delineated by sections 4-19 and 4-20, MCC, as follows: Sec. 4-19. Permitted uses in zone. Only the following uses are permitted within the shoreline protection zone established by this article: Access canals or channels; Docks; Elevated boardwalks; Other structures elevated on pilings; Utility lines, crossing or rights-of-way. Sec. 4-20. Uses permitted upon special approval; special exception uses. The following uses are permitted by special approval of the zoning board as provided by the provisions of chapter 19, article IV of this Code of Ordinances. Access driveways and turnarounds for single-family residences. [Additionally] ... the follow- ing standards shall also be met before the zoning board may grant approval for a special exceptions use within the shoreline protection zone: The principal structure shall be located as close as possible to the landward edge of site so as to reduce driveway length. All access driveways and turnarounds shall provide for piped culverts under the access driveway and/or turnaround at appropriate intervals so as to maintain tidal regime. To secure a permit for development within the shoreline protection zone, whether for a permitted use or special exception use, it is incumbent upon the applicant to comply with the provisions of section 4-21, MCC. That section provides: No development permit of any kind shall be issued to any person to undertake any development within the shoreline protection zone without first obtaining a zoning clearance from the zoning official. An application for any development permit within the shoreline protection zone shall be referred to the zoning official. The materials to be referred to the zoning official shall include the following, in duplicate: Proposed site plan A natural vegetation map Other information as may be appropriate to determine the impact of the development on the natural functions of the shoreline protection zone. The placement of landfill within the shoreline protection zone is hereby prohibited and no permit shall be issued authorizing the same, except as provided in section 4-20 of this article. No application for a zoning clearance shall be approved and no permit shall be issued except upon a written finding by the zoning board 9/ that the proposed development will not encroach upon or destroy the value of areas within the shoreline protection zone or otherwise adversely affect those conditions and characteristics which promote shoreline stabilization, storm surge abatement, water quality maintenance, wildlife and marine resource habitats, and marine productivity. Lujan's proof in support of his request for a fill permit within the shoreline protection zone was deficient. He offered no natural vegetation map or proposed site plan, and offered no proof that his proposed activity would not encroach upon or destroy the value of the shoreline protection zone or otherwise adversely affect shoreline stabilization, storm surge abatement, water quality maintenance, wildlife and marine habitats, and marine productivity. Significantly, Lujan also failed to disclose his plans for the development or use of the island. Absent proof that the fill activity is designed to create an access driveway or turnaround for single-family residences, the deposit of fill within the shoreline protection zone is prohibited. 10/ Section 4-21(c), MCC. Under the circumstances, it is concluded that Lujan has failed to demonstrate that he is entitled to a special exception use which would permit the deposit of fill on the westerly access road or upon those lands lying within 50' upland from the landward limit of the shoreline mangroves (the shoreline protection zone). Lujan's failure to disclose the nature of his plans to develop the island also rendered it impossible to evaluate the criteria established by section 4-20(b)(1), MCC. The deposit of fill within those areas of Enchanted Island lying upland of the shoreline protection zone is governed by chapter 19, MCC. Pertinent to this proceeding, section 9-111, MCC, provides: (a) Deposit of Fill. No person shall engage in the deposit of fill within the unincorporated areas of Monroe County, without first having obtained a county permit for such activity. (1) Definitions. Deposit: The act of placing, discharging or spreading any fill material. Fill: Any material used or deposited to change elevation or contour in upland areas, create dry land from wetlands or marsh in an aquatic area, or material discharged into a body of water to change depth or benthic contour. * * * Uplands: Land areas upon which the dominant vegetative communities are other than species which require saturated soil for growth and propagation. Wetlands: Aarshes and shallow areas which may periodically be inundated by tidal waters and which are normally characterized by the prevalence of salt and brackish water vegetation capable of growth and reproduction in saturated soil, including but not limited to the following species: * * * Black mangrove Buttonwood Red mangrove White mangrove * * * * * * * * * * * * Upland permit application. In reviewing all applications for a permit in upland areas, consideration will be given to the nature of indigenous vegetation, and protection of same as defined in chapter 18 of the Monroe County Code, which set standards for the removal of endangered and protected vegetative species, and to drainage patterns and the possible effects the deposit of fill would have upon water and storm runoff. * * * Wetland permit application. In reviewing all applications for a permit in wetland areas, consideration will be given to the natural biological functions, including food chain production, general habitat, nesting, spawning, rearing and resting sites for aquatic or terrestrial species; the physical aspects of natural drainage, salinity and sedimenta- tion patterns, physical protection provided by wetland vegetation from storm and wave action. The proposal will also be reviewed in conjunction with chapter 4 of the Monroe County Code, which provides for the protection of wetland vegetative communities within Monroe County. When reviewing applications for fill permits, whether within or without the shoreline protection zone, the provisions of Chapter 18, MCC, and the Monroe County Comprehensive plan, which deal with land clearing, must also be evaluated. Pertinent to this case, chapter 18 provides: Sec. 18-18. Land clearing permit -- Required ... It shall be unlawful and an offense against the county for any person, either individually or through agents, employees or independent contractors, to clear, by mechanical or any other means, any land located within the unincorporated areas of the county without having first applied for and obtained a land clearing permit from the building department of the county. A land clearing permit shall be required for the removal of all or parts of naturally occurring vegetation in the county. * * * Sec. 18-19. Same -- Application (a) Any person requesting a land clearing permit shall file an application with the county building department on a form provided by such department. Such application shall contain the following information: * * * A map of the natural vegeta- tive communities found on and adjacent to the site, prepared by a qualified biologist, naturalist, landscape archi- tect or other professional with a working knowledge of the native vegetation of the Florida Keys ... With projects that are five (5) acres or more in size, the vegetation map does not have to identify the location of individual trees. For projects of this size, the vegetation map should identify the different vegetative communities, such as tropical hammock, mangrove and buttonwood transitional, and be accompanied by a descriptive narrative that identifies any significant trees or natural features of the side (sic). An overall site plan of the land for which the permit is requested, indicating - the shape and dimensions of said land, the purposes for which clearing is requested, and the steps taken to minimize effects of clearing on surrounding vegetation and water bodies. A site plan analysis prepared by a qualified individual, as described above in (3), shall be included. * * * Sec. 18-21. Same -- Approval. After an application for a land clearing permit has been filed and verified, the building department and the planning and zoning department shall review and consider what effects such removal of vegetation will have upon the natural resources, scenic amenities and water quality on and adjacent to the proposed site. Upon finding that such removal of natural vegetation will not adversely affect the natural resources, scenic amenities and water quality adjacent to the proposed site, the permit shall be approved, approved subject to modification or specified conditions, or denied. In the event a request is denied, the reasons for denial shall be noted on the application form and the applicant shall be so notified. Pertinent to this case, the Monroe County Comprehensive Plan, Coastal Zone Protection and Conservation Element, provides: NATURAL VEGETATION MANAGEMENT POLICIES In recognizing the need to preserve as much natural vegetation as possible, the County will direct its land use and development regulations to minimize destruction of natural vegetation and modification of landscape. Guidelines and performance stan- dards designed to protect natural vegetation from development will be developed and enforced. Clearing of native vegetation for development will be controlled. Land clearing will be restricted to site area being prepared for immediate construction. If the construction cannot begin within reasonable time, the cleared area will be replanted with ground cover. * * * 3. Regulations controlling development in areas characterized primarily by wetland vegetative species such as mangrove and associated vegetation will emphasize preservation of natural vegetation to the maximum degree possible. Local regulations in this regard will be consistent with the appropriate State and Federal regulations. 8. The existing County ordinances designed to protect and conserve natural vegetation will be strictly interpreted, rigidly enforced, and/or amended when necessary. Lujan violated the provisions of sections 9-111 and 18-18, MCC, when he, without benefit of a permit, leveled and cleared Enchanted Island of vegetation. Now, after the fact, he requests the appropriate fill and land clearing permits; however, he offers no vegetation map, no plan to mitigate the removal of endangered and protected species, and no proof as to the drainage patterns on the island and the probable effect the deposit of fill or the removal of vegetation would have upon storm runoff or water quality. While no vegetation map was submitted, the proof at hearing did establish the general nature of the vegetation existent on the island prior to clearing. That proof established that the mangrove community previously located at the center of the island reposed in relative isolation, and that its natural biological functions were nominal. Consequently, the removal of that vegetation was not counterindicated from the biological function perspective; however, the impact of such removal and the filling of that area on storm runoff and water quality was not addressed by Lujan. Further, Lujan offered no plan to mitigate the impact caused by his removal of Bay Cedart, and endangered species. With respect to the access road, Lujan offered no vegetation survey, and the proof was insufficient to assure that only minimal clearing would occur. Additionally, Lujan offered no proof concerning the impact that such removal, if any, and the deposit of fill would have on drainage patterns, storm runoff, or water quality. The premises considered, it is concluded that Lujan has failed to demonstrate his entitlement to a fill permit or land clearing permit for Enchanted Island and the access road. In addition to the reasons set forth in paragraphs 27-28, supra, Lujan has also failed to address the issues of storm runoff and water quality.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Florida Land and Water Adjudicatory Commission enter a Final Order reversing Monroe County's decision to issue the subject permits No. 14723A and 14724A, and deny Lujan's request for a land clearing and fill permit for Enchanted Island and the westerly access road. That such Final Order specify those items set forth in paragraph 10, Conclusions of Law, as the changes necessary that would make Lujan's proposal eligible to receive the requested permits. DONE AND ORDERED this 9th day of April, 1987, in Tallahassee, Florida. WILLIAM J. KENDRICK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 9th day of April, 1987.
