Findings Of Fact Respondents' File No. 76-3-V-90, is an application by J. Edwin Chancey for a variance from the coastal construction setback line in Walton County in an area referred to as Grayton Beach. The application for variance involves approximately 450-470 feet of open beach which the applicant proposes to divide into nine 50-foot wide lots upon which he proposed to construct dwelling houses. As shown by Exhibit 5 the proposed dwellings would be no less than approximately 150 feet and no more than approximately 300 feet seaward of the coastal construction setback line previously established by the Department of Natural Resources for Walton County and the subject beach area. The Department of Natural Resources' staff has recommended to the Governor and Cabinet as the Department of Natural Resources that the variance be granted subject to eight stated conditions set forth in Exhibit 2 of this proceeding. These conditions include the following: "1. No construction will be more than 150 feet gulfward of the most upland property line. All building structures will be constructed on open piling foundations with floor elevations above 14.5 feet mean sea level and pile tip penetration below 5 feet mean sea level. * * * The variance, if approved, will cover the construction of nine 50 foot lots in accordance with the subdivision plans on file in this office. . . . Construction plans on each lot will be submitted individually for staff review and if approved will be issued a variance placard for construction. The placard will be valid for construction commencing within six months and completion within 18 months. In the event septic systems are used, these systems will be installed on the landward most portion of the lots." On July 15, 1975, the Department of Natural Resources approved a variance from the coastal construction setback line requirements for a development with 30 lots proposed for the land involved in this application and an additional and contiguous 930 feet of beach. However, the developer experienced financial difficulties and as a result deeded away approximately two-thirds of the beach front property involved in that variance and abandoned the variance. The developer in that instance was J. Edwin Chancey. The land involved in this proceeding is generally open beach dunes interrupted by lakes. The engineer for the Department of Natural Resources estimated that the elevation of the subject property for which a variance is sought ranges from +3 feet mean sea level to +7 feet mean sea level except for the remnants of several large dunes which range from +10 feet mean sea level to +13 feet mean sea level. The area was somewhat higher prior to Hurricane Eloise which caused the dunes to recede on the average 55 feet and reduced 20 foot dunes to their current elevation of +10 feet to +13 feet mean sea level. Several hundred yards east of the subject property there is a large body of water known as Western Lake. Western Lake is connected directly to the Gulf by an open water course presently located 200-400 feet east of the subject property. This natural water course historically migrates to the west from its present general location in a series of migrations. As its length increases its efficiency decreases so that periodically it moves back to the east to begin again its western migration. This natural water course, in its western migration, has, in the past, encroached on the property for which a variance is herein sought. It appears that, absent an artificial barrier, this natural water course is likely in the future to migrate westward to the subject property. This water course is sometimes deep enough to accommodate an outboard boat and can be 150 feet or more wide. During Hurricane Eloise, the construction site on the property for which the variance is sought had approximately 3 feet to 4 feet of standing water. The Applicant has not provided the Department of Natural Resources with evidence of his ownership of the property for which he seeks a variance. It appears from the evidence presented that the Applicant is not the sole owner of the property, but may be a part-owner with three other persons. The Applicant has not provided the Department of Natural Resources with a duly executed statement from the owners of record consenting to the work, activity, or construction for which the variance has been requested. No statement of the specific reasons why the Applicant feels that the variance should be granted has been received by the Department of Natural Resources. There have been communications between staff members of the Department and the Applicant or his representatives, but apparently these communications dealt with the details of the requested variance rather than the reasons why the variance should be granted. The Department of Natural Resources has not received a recent topographic survey showing the plot plan of the proposed construction. The Department has received a topographic survey and a plot plan showing the position of the proposed nine lots. (See Exhibits 5 and 9) Exhibit 5, on Lots 1, 2, 6 and 8 does show what appears to be the plot plan of some structure, though apparently, the Applicant does not necessarily intend to construct dwellings in accordance with those drawings. The Department of Natural Resources has not received construction plans showing cross sections of all sub-grade construction or excavation, elevations of the lowest floor and the first dwelling floor, or the details and justification for any proposed waste water discharge unto, over, under or across the beach and/or dunes. The Applicant has verbally communicated to the Department that if septic tanks are used on the subject property they will be located as far landward as possible with no discharge toward the Gulf. No further details of this proposed wastewater discharge have been submitted to the Department. According to the engineer for the Department there will be sub- grade construction. However, the plot plan (Exhibit 5) showing the location of the proposed nine lots is apparently the only plan received by the Department with regard to this request for a variance. No evidence was presented showing that the Department has waived any of the requirements for an application for variance set out in Section 16B- 25.05, F.A.C. The engineer for the Department whose responsibility it was to initially review and make recommendations with regard to the application for variance testified that he did not believe that he had the authority to waive the above requirements and that he did not know who, if anyone, within the Department had that authority. He did not make any recommendation that the requirements be waived and did not know if the requirements had been waived. The application for variance which is the subject of this proceeding was received by the Department of Natural Resources no earlier than November, 1975, and was given the Department File No. 76-3-V-90. The application is a series of documents rather than a formal application. The Applicant had sought variances for a larger piece of property which included the subject property which variances would have allowed up to 128 dwelling units. Those requests for variances predated that which is the subject of this proceeding and were apparently given different file numbers by the Department of Natural Resources and were considered separate applications. The Petitioners, W. A. Covell and Bonnie Covell, own property in the community of Grayton Beach upon which there is a house. Their property is approximately 700 feet or more from the open beach property for which a variance is sought and does not abut the subject beach property. The Covell's think that construction of the nine dwelling units which would be allowed by the variance would lower the value of their property. Petitioners Jennings N. Byrd and Mrs. J. N. Byrd own property in the community of Grayton Beach upon which there there is a dwelling house. Their property is approximately 750 feet to 800 feet from the beach property for which a variance is sought. Mr. Byrd testified that he felt his interest in objecting to the variance was the same as that of any other Florida citizen. He further testified that he did not mind his view being obstructed by the dwelling units proposed by the Applicant. All Petitioners and their families have used the open beach area of which the property for which a variance is sought is a part, for many years as a picnic, sunning and swimming area. Petitioners G.A.P. Haynes and Betty H. Haynes own, in the name of Mrs. Haynes, property which is immediately adjacent to Applicant's property. The Haynes own a dwelling house which is located approximately 100 feet from Applicant's property. It is the opinion of the Haynes that the construction of the nine dwelling units in front of their house as proposed by the Applicant would lower the value of their property. The Haynes further indicated their concern that construction on the beach in front of them, because of the apparent inherent instability of the shifting sands, would have an adverse impact upon their house in times of high wind and water. They recounted seeing water standing, as the result of storms other than hurricanes, on Applicant's property and near their house.
Findings Of Fact Because of a 1984 Thanksgiving Day storm which inflicted damage in coastal areas, Barry Manson-Hing, an area engineer employed by the Department, issued emergency coastal construction permits from a temporary office in the Vero Beach Administration Building. On December 3, 1984, Respondent sought an emergency permit to allow him to place sand and sand-filled bags on his coastal property at 3755 Ocean Drive, Vero Beach, Florida. Respondent asked Mr. Manson-Hing if he could use sand from the beach to restore eroded areas. Mr. Manson-Hing said he could not, and told him that sand would have to be obtained from an upland source. Respondent replied that he had an available source of upland sand and would haul it by truck to the beach site. He also mentioned that he would remove an existing pine tree to allow vehicular access. On the next day, December 4, 1984, Mr. Manson-Hing issued an emergency coastal construction permit, #1R-127E, to Respondent. The permit allowed Respondent to place 1,500 cubic yards of sand fill material to restore eroded beach and dune areas at the site, and also permitted him to temporarily place sand-filled bags on filter cloth. In capital letters, the permit warned, "SCRAPING OF THE BEACH IS PROHIBITED." (Dept. Exhibit 4) On December 5, 1984, Lt. Raymond Barker of the Vero Beach Police Department, observed beach scraping activities being conducted on Respondent's coastal property. Respondent was present on the site. Beach sand seaward of the Coastal Construction Control Line for Indian River County had been scraped and deposited at the face of the sand dune. The removal of the sand created depressions in the beach area seaward of the Coastal Construction Control Line. Lt. Barker ordered Respondent to cease the activity until it could be determined he had the required authorization. Respondent complied with Lt. Barker's order. The scraping of the beach and removal of sand below the coastal construction control line was accomplished without a permit from the Department. On July 17, 1985, the Department entered its "Final Order" assessing Respondent a $500 fine for unauthorized coastal construction activities in violation of Section 161.054, Florida Statutes (1985). Respondent requested a hearing; resulting in this proceeding.
Recommendation Based on the foregoing, it is RECOMMENDED: That the Department assess, impose, and collect an administrative fine of $500, to be paid within 30 days of final agency action. DONE AND ORDERED this 20th day of June, 1986, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings the 20th day of June, 1986.
The Issue Whether the Petitioners, and each of them, have standing to bring the instant action before the Division of Administrative Hearings. Whether the 5500 North Corporation has meets the requirements set forth in Section 161.053, Florida Statutes, and Rule 16B-33, Florida Administrative Code, for obtaining a permit to construct a structure seaward to the coastal construction control line (CCCL).
Findings Of Fact The Department of Environmental Protection, f/k/a Department of Natural Resources, is the state agency charged with the responsibility of regulating coastal construction under Chapter 161, Florida Statutes. 5500 North Corporation (Respondent/Applicant) is the owner of the property located at 5600 North Atlantic Avenue, Cocoa Beach, Brevard County, Florida 32931. 5500 North Corporation submitted an application for a coastal construction control line (CCCL) permit to build on the vacant portion of its property, a seven (7) story building, along with required access drives and parking, as an addition to the Cocoa Beach Days Inn Hotel complex. The site of the proposed Days Inn Tower fronts on the Atlantic Ocean and is located three (3) miles south of Port Canaveral, near DNR survey monument R-16. The application and attached document were compiled and submitted to the Department of Environmental Protection by Plata Engineering, Inc., and consisted of the following documents: Application to the Department for the proposed construction of the building, consisting of three pages, front and back, six pages total. A legal description of the property, and a Warranty Deed for the property demonstrating ownership in 5500 North Corporation. Reduced certified survey of the site, showing control lines and other required information. Reduced Site Plan prepared by Plata Engineering, Inc. Section C - which is a section through the site plan, showing the dune configuration in relation to the proposed building and the construction control lines. A depiction of a section through the proposed building and some of its structural elements. Full size drawing of the proposed site. Turtle assessments form with attached lighting specifications of the manufacturer, and aerial of the site attached. Structural Design Calculations. Complete set of Building Plans, dealing with floor planning, and the structural elements of the calculations that were submitted with the structural calculations. The application was deemed complete, and on May 20, 1993, the Department issued a proposed Final Order issuing Permit Number BE-760 for the proposed structure. Standing of Petitioners Petitioner, Carole Pope, resides in the City of Rockledge, Brevard County, Florida. She is the owner of Lot 11, Block 101 of the platted subdivision known as Avon-By-The Sea which is located in unincorporated Brevard County, north of the existing north boundary of the City of Cocoa Beach. A duplex dwelling unit is located on the parcel. Petitioner occupies one unit annually during the summer. Petitioner Pope's property is not adjacent to the property where the proposed Days Inn Tower is to be located. The property is located approximately three blocks directly north of the proposed building and measures 475 feet east- west by 50 feet north-south and is bounded on the east by the Atlantic Ocean. Petitioners, Hugh and Cora Harris, own property located at Lot 13 of replat of Blocks 104 and 105, Avon-by-the Sea, in the unincorporated land of Brevard County, which borders on the City of Cocoa Beach. Petitioners' property is located across Young Avenue, and north of the property owned by 5500 North Corporation. The Harris's property contains a single family dwelling unit and is adjacent to the property were the proposed Days Inn Tower is to be located. Petitioners, Patricia A. and Eugene A. Wojewoda, own a unit at the Cocoa Beach Towers, a multi-family condominium, which is located north of the property owned by 5500 North Corporation, across Young Avenue, in the City of Cocoa Beach. The Wojewoda's unit is located on property which is adjacent to the property where the proposed Days Inn Tower is to located. Petitioners Wojewodas are Real Estate Brokers and owners of Professional Touch Realty, Inc. One of their four offices is located at 108 Young Avenue, immediately across the street and north of the subject property. Petitioners, Howard and Martha Crusey, own a unit, which they rent out, in the Cocoa Beach Towers, which is located north and adjacent to the property owned by 5500 North Corporation. Petitioners reside at 430 Johnson Avenue in Cape Canaveral, Florida. The Department sent out a notice for public comment to each of the immediate adjacent property owners. Existing Uniform and Continuous Line of Construction As part of the application process, the Department made a determination of the existing line of uniform and continuous construction. The existing line of uniform and continuous construction is a theoretical line that goes from the most seaward extent of the two adjacent structures, where adjacent structures exist, and extends north and south along the seaward edge of the structures. In the instant case, there is historical development of major habitable structures on either side of the parcel for which the proposed building is being constructed and which are co-terminus with the prior CCCL. The footprint of the proposed Days Inn Tower does not extend seaward of the existing uniform and continuous line of construction, although a new structure (Discovery Beach) north of the Cocoa Beach Towers has been constructed landward of the current CCCL. The existing structures, which form the existing line of uniform and continuous construction, have not been unduly affected by erosion. The property was purchased by 5500 North Corporation in 1988. The property was commercially developed with the existing hotel buildings between 1959 and 1962, and the site has been operated as a hotel since that time. The footprint of the building was set by the engineers based on the parking requirements of the City of Cocoa Beach, and environmental concerns. It was determined that if the parking were located on the seaward side of the building, there would be drainage problems, and the need for a storm water treatment system for the parking lot. With the parking lot located landward of the proposed building, there will be no drain off to the side areas, but rather drain off would be to the middle of the property where the exfiltration system is located. The parking lot located landward of the proposed building meets the City of Cocoa Beach parking requirements and the drainage requirements. When siting the footprint of the proposed building, the engineers also took into consideration the fact that if the parking were located on the seaward side of the proposed building, the headlights would shine out to the beach and possibly impact sea turtles nesting. The applicants stated that construction seaward of the control line or 50-foot setback is considered necessary for reasonable use of the property, for the following reasons: The proposed building is basically an addition to a completion of the original concept of the overall hotel complex that was never completed in the past due to either financial or room availability need. The proposed placement seaward of the CCCL can be attributed to the configuration of the existing on-site buildings and the require- ment to satisfy the City of Cocoa Beach's extensive parking and limited access point requirements that have been subjected to this proposed site development. Please note that the proposed building is not being placed seaward of the existing line of continuous construction that has been established by the adjacent buildings to the north and the south. The Department determines necessity based upon the impacts the proposed structure will have on the active beach, and the dune system, and the neighborhood properties including the subject property, how the property is zoned, and whether it is situated behind the existing continuous line of construction. It is the Department's opinion that if the proposed building is in compliance with the standards established in Chapter 16B-33, F.A.C., the necessity of the proposed building has been justified. Impacts to the Beach-Dune System The greater weight of evidence supports the conclusion that the shoreline fronting the site of the proposed Days Inn Tower is stable. This section of the coastline has historically been accretional, and still continues to be accretional. There exists adequate evidence of current littoral trends. There exists accepted methodologies for determining evidence of expected wind, wave, hydrostatic and hydrodynamic forces associated with the design storm event which was presented in 5500 North Corporation's application for CCCL permit. Based on the 1989 Brevard County Study conducted by Olsen and Associates, Inc., there is no erosion at the location of the proposed building, instead the shoreline is prograding seaward instead of landward. Therefore, the shoreline is at least stable or accretional. Based on its in-house analysis, the Department of Environmental Protection conservatively adopted an erosion rate of one foot per year, which is considered a relatively minor erosion rate. Based on the Department of Environmental Protection's projection of the erosion for the area being one foot per year, the location of the proposed building lies well in excess of 200 feet landward of the thirty-year seasonal high water line. Although the proposed structure extends 118 feet seaward of the CCCL, the setback of the proposed building from the existing dune line is significant; therefore, there was no evidence of a threat of impact on the beach, to the beach or dune system as a result of the construction at the specific site. There are existing devices (i.e., an existing fence on the property which funnels people into boardwalks so that people cannot walk uncontrolled on the beach dune system) implemented in Brevard County and specifically on the site which will help manage people impacts as well. The setback between the dune and the proposed construction qualitatively relates to the ability of the site to recover after a one-hundred year storm. If a structure is located too far seaward, either immediately adjacent to or on top of the dune, it would inhibit the natural storm recovery process. The proposed building is set a significant distance landward of the dune formation itself, so there will be adequate room for the dune to recover in the future should there be a one-hundred year storm event. The proposed structure is located at a sufficient distance landward of the beach-dune system to permit natural shoreline fluctuations and to preserve the dune stability and the natural recovery following storm induced erosion. The proposed construction will not have a cumulative impact that will threaten the beach or dune system or its recovery potential following a major storm event. low. Impacts to Adjacent Property Owners The probability of potential impacts to adjacent property owners is One reason the proposed building will not have adverse impacts to adjacent properties is that the proposed building is located significantly landward, and does not go further seaward than the existing line of construction. The adjacent buildings were constructed landward of the previous CCCL. The nature of the design associated with the particular project or the structural components of the design also minimize the impact to the parcel and to adjacent parcels. The first feature of the design of the proposed building is that the major habitable floors of the building are above the elevation of the one- hundred year storm and wave activity on top of the storm surge, so they will not be impacted by the water height or the wave activity of the storm. The second feature of the design of the proposed building is that everything below the habitable floors is designed to break away and lie down during any impact by wave activity, which allows the storm to go through the building rather than having those forces exerted on the building itself. The frangible driveway is designed so that the individual stones will fall as the grade falls, and most of them will end up buried in the event of a storm. The third feature of the design of the proposed building is that the building is elevated on a pile foundation which is sunk to a depth which is sufficient to accommodate for the anticipated erosion of a one-hundred year storm, and the pile caps are sunk well into the ground so that they do not contribute to erosion. Therefore, the building has been designed to withstand the one-hundred year storm, and the dynamics of the storm are allowed to go through the building and to be dissipated, in contrast to endangering the building or endangering adjacent properties. Due to the fact that the proposed building is "super-elevated and the portions that are actually impacted by the one-hundred year storm being frangible," the proposed building will not impact the adjacent properties. The proposed Days Inn Tower would serve to protect the adjacent Cocoa Beach Towers, and Petitioner Harris's property, by blocking the impact of a storm coming from the southeast. The proposed structure is designed so as to minimize any expected adverse impact on the beach dune system or adjacent properties or structures and is designed consistent with Section 16B-33.005, Florida Administrative Code. The proposed building meets the requirements of Chapter 161, Chapter 16B-33, Florida Administrative Code. Structural Design of Proposed Building The applicant provided adequate engineering data to the Department concerning the construction design of the building. The structure is designed in accordance with the minimum building code adopted for the area pursuant to Section 553.70-553.895, Florida Statutes. The proposed building is designed in accordance with the local code, and, in the opinion of the structural engineer who designed the building, either meets or exceeds the required codes. The proposed building is designed in accordance with Section 6, American National Standards/American Society of Civil Engineering 7-88 (July 1990) "Minimum Design Loads for Buildings and Other Structures", and has a minimum basic wind speed of 110 miles per hour. The proposed building is designed so that the building and its components will not become airborne missiles. The plans for the windows and doors require that they meet the 110 miles per hour wind loads. The proposed building is made of concrete reinforced masonry, and does not have bricks or attached masonry which could detach in a storm and become airborne. There are no substantial walls or partitions to be constructed below the level of the first finished floor, except for the elevator and stairs, seaward of the CCCL. The walls on the first floor are frangible walls which are designed to resist the 110 mile per hour wind pressure, but they lie down or collapse into the erosion hole created under wave surge pressure. The frangible walls are made of 4-inch thick concrete with reinforcing rods inside them, and are cut into 4 foot by 4 foot panels. The Department of Environmental Protection requires that any walls constructed below the one-hundred year storm surge plus storm wave elevations be frangible walls. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculation for wave forces on building foundations and building superstructures is based on minimum criteria and methods given in professionally recognized documents accepted by the Bureau of Coastal Engineering and Regulation with the Department. The structural design considered hydrostatic loads which would be expected under the conditions of maximum water height associated with a one- hundred year storm event. The calculations for hydrostatic loads considered the maximum water pressure resulting from a fully peaked, breaking wave superimposed on the design storm surge. Both free and confined hydrostatic loads were considered in the design calculations. Hydrostatic loads which are confined were determined using the maximum elevation to which the confined water would fully rise if unconfined. Vertical hydrostatic loads were considered as forces acting both vertically downward and upward; however, there is no action upward because the maximum water level is at midlevel of the first floor and does not reach the second floor. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculations for hydrodynamic loads considered the maximum water pressure resulting from the motion of the water mass associated with a one- hundred year storm event. Full intensity loading was applied on all structural surfaces above the design grade which would effect the flow velocities, which are above the first floor and are not reached by the wave surge. The proposed building is elevated on, and securely anchored to, an adequate pile foundation in such a manner as to locate the building support structure above the design breaking wave crests or wave uprush as superimposed on the storm surge with dynamic wave set up of one-hundred year storm. The piling foundation is designed to withstand anticipated erosion, scour, and loads resulting form a one-hundred year storm, including wind, wave, hydrostatic and hydrodynamic forces, and the pile caps are located below the erosion line as indicated by the Department's information and graphs. The elevation of the soil surface used in the calculation design grade is less than that which would result from the anticipated beach and dune erosion due to the one-hundred year storm event. The erosion calculations for foundation design account for all vertical and lateral erosions and scour producing forces. The pile caps are set below the design grade which includes localized scour, and are designed for the erosion of soil during the one-hundred year storm event. The piles are driven to a penetration which achieves adequate bearing capacity taking into consideration the anticipated loss of soil above the design grade, based on information provided by the geotechnical engineer's recommendation and the Department's requirements. The design plans and specifications submitted as part of the permit application for the proposed Days Inn Tower are in compliance with the standards established in Rules 16B-33, Florida Administrative Code. Turtle Impacts There is a two prong test which the proposed structure must meet to determine if the proposed building would have an adverse impact on nesting sea turtles. First, the proposed structure must not occupy marine turtle habitat, and second, the proposed structure's lighting must be adequate to eliminate adverse impacts to marine turtles. The effects of pedestrian traffic or flashlights on the beach are not considered by the Department when reviewing a permit application for adverse impacts to the marine turtles. The proposed building is sited significantly landward of the nesting beach, which is evidenced by the 75-foot wide dune stretch; therefore, it is not anticipated that the structure will result in any direct mortality of any marine turtle, nor would the building result in the degradation of the marine turtle nesting habitat. The proposed seven story structure will not occupy marine turtle habitat. The permit requirement to do dune restorative work, proposed by the Department, enhances the marine turtle habitat by further building the dune and enhancing the dune. Although the turtles do not nest beyond the dune crest, the dune is an integral part of protecting the habitat. There is a potential that the building, due to its height, could enhance marine turtle nesting habitat by blocking out the ambient glow from the City of Cocoa Beach which would create a dark beach directly in front of the proposed structure which could attract nesting. The applicant submitted a lighting plan to the Department which complied with the guidelines that are established in the information form entitled "Assessment to reduce impacts to marine turtles for lighting to reduce adverse impacts associated with coastal lighting." There are two main components of the lighting plan associated with the proposed building: the parking lot lights and the structural lighting. The parking lot lighting is designed as low-level Ballard-style lighting which is only 48 inches above the grade and emits light in a downward direction which will not be directly visible from the beach. The parking lot lighting design is the type recommended by the Department for parking lots, and is a good lighting design. The Department also recommends that an applicant plant hedges or landscape features to block out parking lights. The applicant is proposing to plant hedges in front of the 18 parking spaces that are on the seaward side of the proposed building. The structural lighting plan does have lighting on the seaward facade of the proposed building, which is not recommended by the Department, but the lights are designed to eliminate or significantly reduce the impact to marine turtles. The lights consist of canister, shielded, down-casting lights on the balconies which house a yellow bug lamp which is less impactive to turtles, and which is acceptable to the Department. The Department issued an approval letter regarding the proposed building to the project engineer which contained permit conditions for the protection of the marine turtles in association with the project. The permit conditions are as follows: No construction, operation, transportation or storage of equipment or materials is authorized seaward of the existing chain link fence located approximately 175 feet seaward of the coastal construction control line. No temporary lighting of the construction area is authorized at any time during the marine turtle nesting season (March 1 through October 31). All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. c All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission form inside to outside) of 45% or less through the use of tinted glass or window film. Pursuant to the Department's requirements, the proposed construction will not have an adverse impact on nesting sea turtles, their hatchlings, or their habitat. Vegetation Impacts The vegetation patch on the dune system is approximately seventy five feet wide under today's conditions, and is probably growing to some degree. The vegetation system is basically comprised of a low-level dune which is planted both naturally and artificially with indigenous, salt-tolerant type vegetation, and sea oats. The existing line of construction which the proposed building is set behind is well landward of the zone of indigenous vegetation. Special condition #4 contained in the permit issued by the Department requires the applicant to convert some of the existing sodded area between the vegetation limits and the proposed construction to plantings with indigenous vegetation, which will serve to enhance the dune system. The native beach vegetation will be adequately protected by the permit conditions, given the location of the construction. Local Government Approvals On June 3, 1992, the Cocoa Beach Board of Adjustment granted a variance to the CCCL to the 5500 North Corporation for construction of the proposed building. Challenges to decisions of the City's Board of Adjustment is to the circuit court. In the instant case, the time for challenging the decision of the Board has expired. The City of Cocoa Beach Planning Board has the authority to approve site plans for site specific construction. The City's Planning Board has the responsibility of ensuring that the site plan conforms with the Comprehensive Plan and to recommend changes, if needed, to the City Commission. On July 13, 1992, the Cocoa Beach Planning Board voted to approve the site plan for the proposed building submitted by the 5500 North Corporation. The decision of the Planning Board granting approval of the 5500 North Corporation's site plan showed part or all of the building was seaward of the CCCL. The Petitioners did not file an appeal of the Planning Board's decision with the City Commission. Nor did they challenge the Planning Board's action in the circuit court. The 5500 North Corporation was not required to apply to the city commission for an amendment to the Cocoa Beach Comprehensive Plan in order to permit the proposed hotel tower to be located in the designated high hazard area. On July 6, 1993, the Building Official issued a building construction permit to the 5500 North Corporation for the proposed building, which has been subsequently extended for an unknown period of time. There are no other permits or local government requirements which have not been met by 5500 North Corporation. The applicant submitted written evidence to the Department from the City of Cocoa Beach, who has jurisdiction over the project, which stated that the project does not contravene local setback requirements, or zoning and building codes.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Protection issue Permit Number BE-760 to the 5500 North Corporation, subject to the conditions proposed in the proposed Final Order. DONE and ENTERED this 24th day of March, 1994, in Tallahassee, Florida. DANIEL M. KILBRIDE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of March, 1994. APPENDIX The following constitutes my specific rulings, in accordance with section 120.59, Florida Statutes, on proposed findings of fact submitted by the parties. Petitioners' Proposed Findings of Fact Accepted in substance: paragraphs 1 (in part) 2, 3 (in part), 4, 5, 6, 7, 8 (in part), 10, 12 (in part), 13, 16 (in part), 17, 18, 19, 23 (in part), 24 (in part), 26 (in part), 27 (in part), 29 (in part), 31 (in part), 38 (in part), 49, 51, 63, 68 (in part), 69, 70, 71, 73 (in part). Rejected as against the greater weight of evidence: paragraphs 15 (in part), 16 (in part), 27 (in part), 46, 50 (in part), 82 (in part). Rejected as subsumed, argument or Conclusions of law: paragraphs 1 (in part), 14, 15 (in part), 16 (in part), 21, 23 (in part), 25, 26 (in part), 27 (in part), 28, 29 (in part), 30, 31 (in part), 32, 33, 34 (in part), 35, 36, 37 (in part), 38 (in part), 39, 40, 41, 42, 43, 44, 45, 47, 48, 50 (in part), 52, 56, 57, 58 (in part), 59 (in part), 61, 62, 64, 65, 66, 67, 68 (in part), 72 (in part), 73 (in part), 76, 77, 78, 79, 80, 81, 82 (in part), 83, 84. Rejected as irrelevant or immaterial: paragraphs 3 (in part), 5, 8 (in part), 9, 11, 12 (in part), 20, 22, 24 (in part), 34 (in part), 53, 54, 55, 58 (in part), 59 (in part), 60, 72 (in part), 74, 75. Respondent's Proposed Findings of Fact: Accepted in Substance: paragraphs 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 (in part), 17, 18, 19, 20, 22, 23, 24, 25, 27, 29, 30, 35, 36 (in part), 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 92, 93 (in part) 94, 95, 96, 97, 98, 99, 100, 101, 102, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118. Rejected as against the greater weight of evidence: paragraph 16 (in part). Rejected as subsumed, argument or irrelevant and immaterial: paragraphs 21, 26, 28, 31, 32, 33, 34, 36 (in part), 61, 87, 88, 89, 90, 91, 93 (in part), 103. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Hugh and Cora Harris (pro se) 208 Young Avenue Cocoa Beach, Florida 32931 Howard and Martha Crusey (pro se) 430 Johnson Avenue, Apartment #304 Cape Canaveral, Florida 32920 Carole Pope (pro se) 715 Rockledge Drive Rockledge, Florida 32955 Patricia and Eugene Wojewoda 830 North Atlantic Avenue Cocoa Beach, Florida 32931 Dana M. Wiehle, Esquire Assistant General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road, MS-35 Tallahassee, Florida 32399 Wilbur E. Brewton, Esquire Kelly Brewton Plante, Esquire Taylor, Brion, Buker & Greene 225 South Adams Street, Suite 250 Tallahassee, Florida 32301
Findings Of Fact Petitioner, Wingfield Development Company (WDC), is a real estate development company located at 390 North Orange Avenue, Suite 1800, Orlando, Florida. In late 1982 or early 1983, WDC began developing a resort project known as Turtleback Beach Club (the project) in Indian River County. When completed, the project will consist of a 256 unit hotel, 68 villas, two swimming pools, a number of cabanas, a reverse-osmosis water plant, and other amenities which will cost approximately $50 million. All structures were designed to be constructed landward of the then existing coastal construction control line (CCCL). The date of establishment of the original CCCL is not of record. From late 1982 or early 1983 until 1987, WDC expended approximately $1.4 million on the project. Among the expenditures were the preparation of extensive cite and design plans, the installation of off-site utilities, and the fabrication and installation of some two hundred pilings and a number of pile caps. All such work was performed landward of the then existing CCCL. On March 5, 1987 respondent, Department of Natural Resources (DNR), reestablished the CCCL in Indian, River County. The new CCCL was more landward than the original CCCL. This resulted in several portions of the project, including all or parts of the villa and hotel, being seaward of the new CCCL. In November 1987 WDC was advised by the Indian River County Building Department to cease construction activities because, after consultation with DNR, it has decided not to make any further inspections. On April 4, 1988 DNR advised WDC by letter that, after making a site review of the project, it had determined that: the foundations for the hotel structure and the cabana located in the southeast portion of the property were `under construction' pursuant to the definition contained in Subsection 16B-33.002(56), Florida Administrative Code, at the time of the reestablishment of the coastal construction control line on March 4, 1987, ... (and that) the remaining five proposed cabana structures located on the south half of the property and shown to be seaward of the new control line, the proposed swimming pools, decks and gazebos, parking areas also shown to be seaward of the new control line and any other proposed landscaping work were not `under construction' pursuant to the definition. The letter added that the: staff shall consider the exemption status for the hotel and the one cabana under construction void if construction activity on these structures remains idle for a period of six months from the date of receipt of this exemption determination and prior to completion of the structures. Finally, the letter required petitioner to submit: a proposed `build out' schedule (that) would entail providing (the) staff with specifics of where (petitioner) expect(s) the overall project to be at ninety (90) day intervals up through completion of the structures located seaward of the coastal construction line. The staff feels that two years should be more than ample time with which to complete that portion of the project located seaward of the coastal construction control line. Progress must be maintained on each structure during each six month interval. Additionally, should your project fall short of any ninety day progress levels to be referenced in your `build out' plan, your project will lose it's (sic) exemption status and all remaining portions of the project, seaward of the control line will require a permit from the (DNR) in accordance with the provisions of Section 161.053, Florida Statutes. Because the letter offered a point of entry to contest the proposed agency action, WDC requested a section 120.57(1) hearing. At the same time, it continued construction on the project. On November 25, 1988 DNR issued further proposed agency action in the form of a letter advising WDC that, based upon a review of WDC's exemption file, the exempt status of the project had been "lost" and that any further construction activity seaward of the CCCL would require a permit from DNR under section 161.053. The receipt of this advice prompted WDC to file a second request for a section 120.57(1) hearing and a petition seeking to invalidate what it perceived to be an illicit rule, or in the alternative, the two rules from which the statements were drawn. WDC contends that DNR's requirement that, once a project is given an exempt status, it must remain under active construction and the owner must submit for DNR's approval a "build out" schedule, is an illicit rule since such a requirement is not contained in DNR's rules. Under state law, as implemented by DNR, no construction activity may take place seaward of a CCCL without a permit from DNR. However, any projects that are under construction at the time of the establishment of the CCCL are exempt from such permitting requirements. Under the current DNR organizational structure, the Division of Beaches and Shores (Division) is charged with the responsibility of administering and enforcing the CCCL regulatory program. The Division's Bureau of Coastal Engineering and Regulation has been assigned the task of performing a site review of all projects for which local building permits have been issued at the time of the establishment of a CCCL. If a project is under construction, as defined in DNR rules, at the time of the establishment of the CCCL, the owner may continue his activities even if the structures are seaward of the CCCL. A determination as to whether a structure is under construction at the time a CCCL is reset does not take into consideration the impacts the structure will have on the beach and dune system. This is because DNR considers such a determination to be regulatory in nature, and such impacts would be irrevelant to that decision. The Division construes its authority as also permitting it to require an exempt project to remain under active construction once it receives an exempt status. It does so on the notion that this insures that the exemption status was obtained in good faith, and the builder intended to go forward with the construction in a timely manner and as originally conceived. It has been DNR's experience that some property owners have engaged in a minimal construction program to circumvent the regulatory process. To prevent this, DNR has imposed a requirement that, if construction activity ceases for a period of six months or more, the exempt status will be lost. A six month time period was used because DNR realized that short, unforeseeable delays of less than six months were not uncommon. This policy has been uniformly applied, without discretion to agency personnel to do otherwise, on all projects classified as exempt. In addition, DNR has required project owners to submit to DNR staff a so-called "build out" schedule containing a construction schedule at ninety day time intervals with a time certain for completion of the project. This requirement, although infrequently used, has been uniformly imposed, when needed, upon all exempt projects, including that of WDC. The agency concedes that there is no specific statutory language authorizing the above requirements. However, it takes the position that these requirements are authorized and sanctioned by chapter 161 as a whole and by rules 16B-33.002(56) and 16B-004(1), which happen to be the rules challenged by WDC. Those rules read as follows: 16B-33.002 Definitions. (56) "Under construction" is the continuous physical activity of placing the foundation or continuation of construction above the foundation of any structure seaward of the established coastal construction or setback line. Under construction does not include application for or obtaining a building permit, a site plan approval or zoning approval from the appropriate local government agency having jurisdiction over the activity, purchasing construction materials, placing such construction materials on the site, clearing or grading the site in anticipation of construction, site surveying, continuation of site work beyond the limits of the foundation including landscape work or construction of nonhabitable major structures or rigid coastal or shore protection structures, or reactivating construction after substantially all construction activity has remained stopped for a period of six months or more. 16B-33.004 Exemptions from Permit Requirements. (1) Any structures under construction prior to the establishment of a coastal construction control line in a particular county are exempt from the provisions of Section 160.053, Florida Statutes, and this Chapter, except as noted in Subsection 161.053(12), Florida Statutes. Respondent acknowledges that there is nothing in rule 16B-33.004(1) that specifically authorizes it to impose the challenged requirements. However, it relies upon that part of the rule which reads "except as noted in Subsection 161.053(12), Florida Statutes" as implicitly authorizing this action. That statute removes the exempt status of a project if there are any subsequent modifications which "require, involve, ,or include any additions to, or repair or modification of the existing foundation of that structure." According to the Division director, it construes that language as authorizing it to make a determination as to whether the project owner has made any substantial changes in the nature of the project or if construction has been continuous. Respondent also relies upon rule 16B-33.002(56) which defines the term "under construction" as being "the continuous physical activity of placing the foundation or contination of construction above the foundation of any structure seaward of the established coastal construction control or setback line." The Division interprets this language to mean that construction must be continuous and without a cessation of activities of more than six months. This rule language is bottomed on subsection 161.053(9) which reads in pertinent part that "the provisions of this section do not apply to ... structures existing or under construction prior to the establishment of a coastal construction control line as provided herein; provided such structures may not be materially altered except as provided in subsection (5)." Finally, the agency relies upon subsection 161.053(1)(a) which sets forth the legislative intent behind the establishment of CCCLs. Among other things, the purpose of a CCCL is to protect, the beaches and dunes from imprudent construction which can "provide inadequate protection to upland structures." In the words ,of the Division director, DNR interprets this language to mean that it has the authority to "go back and look at projects once they are declared exempt, and to make sure that they remain exempt under the statute." The DNR documents which grant exemptions do not contain any reference to requirements that there be continuous construction on the project and that a build out schedule be submitted thereafter. Even so, DNR contends it is merely granting a "conditional" exemption conditioned on the project owner maintaining active and continuous construction. It posits further that, without such authority, its regulatory program would be rendered ineffective. However, the Division director conceded that, even without the imposition of these requirements, DNR still has authority to regulate all structures which are constructed seaward of the CCCL and to prohibit any material changes to an existing or partially completed structure. Petitioner intends to complete its project, but contends it cannot do so at the pace required in DNR's build out schedule. Also, WDC points out that it is unable to secure permanent financing for the project since lender's are uncertain if DNR will approve the build out schedule and allow construction to go forward or instead precipitously halt the construction. There have been no construction activities on the project since November 1988.
The Issue The issue is whether Respondent Negele is entitled to a coastal construction control line permit to construct a single- family residence seaward of the coastal construction control line on Anna Maria Island.
Findings Of Fact Respondent Susan Negele (Applicant) owns Lot 10, Block 35, of the First Addition to Anna Maria Beach. Petitioner owns the legal interest in Lots 11 and 12 in the same block. Lot 11 is adjacent to, and landward of, Lot 10, and Lot 12 is adjacent to, and landward of, Lot 11. As platted in 1912, Lot 10 was separated from the Gulf by 360 feet, consisting, from landward to seaward, of two 50-foot lots, an unnamed 10-foot alley, a 100-foot lot, a 50-foot-wide road known as Gulf Boulevard, and about 100 feet of beach (although this feature does not contain a stated distance and the plat map does not indicate the location of the mean or seasonal high water line). According to the plat, running perpendicular to Gulf Boulevard (and the shoreline) are Elm Avenue and another unnamed 10-foot alley. Elm Avenue, which is 50-feet wide, runs along the northwest property line of Lot 10, and the unnamed alley runs along the southeast property line of Lot 10. Today, Lot 10 is the first platted feature landward of the seasonal high water line of the Gulf of Mexico. The record does not reveal whether the platted features seaward of Lot 10 were submerged at the time of the original subdivision or, if not, the process or processes that submerged these three lots, alley, road, and beach. Notwithstanding the clear evidence of the plat map, there is insufficient record evidence on which to base a finding that the mean or seasonal high water line has migrated landward a distance of 360 feet in 88 years. The record is contradictory on the issue of the stability of the beach seaward of Lot 10. On the one hand, as noted below, two rock groins of unknown age on either side of Lot 10 suggest an effort to deter offshore erosion, but the presence of these groins does not support an inference of a diminishing beach. The beach seaward of Lot 10 is included in the Comprehensive Beach Management Plan, which is reserved for beaches that are subject to erosion, but the record does not develop this point adequately. On the other hand, also as noted below, the anecdotal evidence suggests that the beach seaward of Lot 10 has been stable, at least for the past two or three decades. A recent survey, described below, suggests rapid growth in the beach and dune over the past 16 months. Even stronger evidence of the stability of the beach seaward of Lot 10 is its exclusion from the 30-year erosion projection. The record unfortunately does not disclose the proximity of this line to Lot 10, which, if in close proximity, would be important evidence of the condition of a beach and frontal dune system. In sum, the relative stability of the beach in the vicinity of Lot 10 is unclear. However, the exclusion of Lot 10 from the 30-year erosion projection and the anecdotal evidence of stability slightly outweigh the contrary evidence of instability. Applicant's family has owned Lot 10 for 50 years. Originally, they occupied two buildings on Lot 10 that had once served as Coast Guard barracks. At one point, Applicant's father barged the houses up the Manatee River to his father's farm in Palmetto. The record does not reveal whether another building was ever constructed on Lot 10. From an engineering standpoint, Lot 10 is a buildable lot. Applicant seeks the necessary permits to allow residential construction, so as to raise the market value of Lot 10 prior to its sale in order to liquidate this asset following the death of her surviving parent. By application filed with Respondent Department of Environmental Protection (DEP) on June 16, 1997, Applicant requested a coastal construction control line (CCCL) permit to construct a single-family residence on Lot 10. On June 30, 1999, DEP issued a Final Order tentatively granting the permit, but authorizing the construction of a structure with a footprint of only 352 square feet. Finding the allowable footprint insufficient, Applicant challenged the tentative agency action in DOAH Case No. 99-3913. Finding even a 352-square-foot footprint objectionable, Petitioner also challenged the tentative agency action in DOAH Case No. 99-3613. The Administrative Law Judge consolidated the two cases. Agency action in cases of this type is necessarily tentative because it is subject to administrative challenge, which, once resolved, allows final agency action to take place. However, the tentative agency action in this case is tentative in another important respect. DEP has approached the permitting decision in this case through a bifurcated process. DEP has issued a Final Order approving the proposed activity in concept, but has withheld issuing a Notice to Proceed, which is necessary before construction may commence. DEP has withheld issuing the Notice to Proceed until it receives more detailed plans for grading and revegetating the dune and it determines that these plans adequately address the protection of the beach and dune system. As noted below, the bifurcated permitting process defers DEP's examination of detailed grading and revegetation plans until after its issuance of the Final Order. DEP's expert testified that DEP provides a point of entry to challenge final orders, but not notices to proceed. (Tr., p. 174.) The expert testified that DEP would provide another point of entry concerning the proposed activity, but only if DEP were to issue another final order, such as for a "major modification" of the project (Tr., p. 174). But nothing in the record suggests that DEP will be issuing another final order following it's receipt of the more detailed grading and revegetation plans, whose approval by DEP is not subject to administrative challenge (absent successful judicial action to force DEP to provide another point of entry). (The record does not reveal whether DEP would provide Applicant with another point of entry if DEP were to disapprove the more detailed plans and decline to issue the Notice to Proceed.) The absence of an agency-recognized point of entry to challenge the detailed plans means that the analysis necessary to make the determinations required by law concerning the impacts of the proposed activities must be limited to the Permit, as it presently exists, and these determinations may not rely upon additional protections that may be supplied by more detailed plans that are not yet in existence. DEP and Applicant settled DOAH Case No. 99-3913 shortly prior to the final hearing. The settlement stipulation incorporates a new site plan showing the proposed residence moved landward so that it is seven feet landward of the vegetation line, but setback only three feet from the northeast property line (adjoining Lot 11) and five feet from the southeast property line (adjoining the alley). DEP approved the settlement on or about March 17, 2000. By letter dated March 22, 2000, DEP's counsel advised Applicant's counsel that DEP would announce at the final hearing that "it intends to issue the [Permit] . . . in accordance with the agreed location in [the revised site plan] and all other applicable conditions of the June 29, 1999, final order and June 30, 1999, letter from [DEP] to Charles Rose." The CCCL permit is dated June 29, 1999, and expires on June 29, 2002. References to the "Permit" shall include the subsequent modifications that resulted in the settlement of DOAH Case No. 99-3913 and the modifications described below. Petitioner objected to all evidence and any express or implied amendment of the pleadings at the final hearing to encompass subsequent Permit modifications, but the Administrative Law Judge overruled these objections. The Permit authorizes Respondent to conduct activities in a location that is seaward of the CCCL, but landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. According to the survey dated October 15, 1998, and architect's plans dated November 12, 1998, the residence to be constructed would be an elevated two-story frame structure, over a concrete pad, with a footprint of 952 square feet. The proposed structure would be similar in size and character to other residences in the area. A registered architect has signed and sealed all relevant construction plans. For the purpose of this recommended order, the seaward side of Lot 10 is its 110-foot side facing the southwest. This southwest property line runs from the west corner to the south corner of Lot 10. The north and east corners mark the 110-foot side of Lot 10 that abuts Lot 11; this is the northeast property line. As already noted, the two 50-foot sides of Lot 10 abut Elm Avenue and the unnamed 10-foot alley. As it exists in the ground, Elm Avenue is a strip of pavement 17 feet wide located in the middle of the 50-foot wide platted right-of-way. At present, the paved portion of Elm Avenue does not extend seaward of the midpoint of Lot 11. Applicant proposes the construction of a shell drive between the Elm Avenue right-of-way and the north corner of Lot 10, but this proposed activity is not the subject of the present case. The road right-of-way immediately adjacent to Lot 10 was occupied by a 60-foot wooden access walkway extending from the end of the road seaward, between the rock groin and the northwest line of Lot 10. However, this walkway was removed in the past couple of years. At present, the rock groin parallel to the northwest line of Lot 10 occupies the center of the road right-of-way, extending from Lot 10's midpoint, which is landward of the seasonal high water line, to a point seaward of mean sea level. Another rock groin runs from the unnamed alley along the southeast line of Lot 10, also from a point just landward of the seasonal high water line, and extends seaward of mean sea level. Running parallel to the two 50-foot lot lines of Lot 10 and perpendicular to the shoreline, these two rock groins may offer some protection from erosion by affecting sand traveling offshore, but do not otherwise directly offer any protection to the beach and dune system. As established by Applicant, landward from the Gulf, relevant natural features are located as follows. Mean sea level, which is 0.00 feet National Geodetic Vertical Datum (NGVD), is over 50 feet seaward of the west corner of Lot 10 and over 100 feet seaward of the south corner of Lot 10. Mean high water, which is 1.2 feet NGVD, is 35 feet seaward of the west corner of Lot 10 and about 75 feet seaward the south corner of Lot 10. Seasonal high water, which is 3.63 feet NGVD, is about 10 feet landward of the west corner of Lot 10 and about 25 feet seaward of the south corner of Lot 10. About 15-20 square feet of the relatively low west side of Lot 10 is submerged at seasonal high water. In two respects, Petitioner's survey, which was dated March 25, 2000, establishes that, at least for the past 16 months, the beach and dune system is flourishing, not eroding. First, mean high water is now farther from Lot 10 than it was in late 1998. In the intervening 16 months, the mean high water line has migrated to a point 77 feet seaward of the west corner of Lot 10--a distance of 37 feet in less than one and one- half years. During the same period, the mean high water line has migrated from 75 feet to 102 feet--a distance of 27 feet--seaward of the south corner of Lot 10. Second, the newer survey reveals that the seven-foot contour, which is shown on Applicant's survey as a small area at the midpoint of the southeast lot line, now extends across the southeastern two-thirds of the central portion of the lot. It is difficult to estimate from the surveys, but the area of at least seven-foot elevation appears to be six or seven times larger than it was 16 months ago, although a very small area of eight-foot elevation shown on Applicant's survey appears to have disappeared. Both surveys show that the six-foot contour line roughly bisects Lot 10 diagonally from the north to the south corners. Evidence of beach stability supplied from the March 2000 survey is reinforced by anecdotal testimony that the beach at this location has been stable for at least 20 years. In general, the beach at this location is not as dynamic as beaches found elsewhere in Florida. The CCCL is about 259 feet landward of the north corner of Lot 10 and about 222 feet landward of the east corner of Lot The CCCL is landward of Petitioner's Lots 11 and 12, as well as the next two 50-foot wide lots and nearly the entirety of Gulf Drive (Snapper Street on the plat) adjoining this block. According to Applicant's survey, the seaward toe of the frontal dune runs roughly along the seaward six-foot contour, perhaps 10 feet seaward of this contour at the west corner and a perhaps five feet landward of this contour at the south corner. The vegetation line runs 3-5 feet landward of the surveyed seaward toe of the dune. According to Applicant's survey, the frontal dune continues over the landward half of Lot 10, excluding only a 10-square-foot area at the east corner and extending well across the southeastern line of Lot 11, so as to capture about one-fifth of that lot. However, the surveys do not support an independent determination of the toes of the frontal dune or, thus, its width. DEP's expert testified that the landward toe of the dune is probably landward of the surveyed location. Also, the scale of the surveys did not facilitate analysis of subtle changes in slope, which would be indicative of the toes of a low frontal dune, such as is involved in this case. DEP's expert opined that a maximum elevation of seven or eight feet NGVD meant, at this general location, that the toes would probably be at the five- foot contours. If so, the seaward toe would be about 10-15 feet seaward of its surveyed location, and the landward toe would be at an undetermined location landward of Lot 10. Several dynamic processes underlie the beach and frontal dune system. Perhaps most obviously, plants rooted in a dune capture sand and, thus, add to the size of a dune. The absence of such plants facilitates a reduction in dune size. The stability of a dune is also affected by the slopes of its seaward and landward sides and the size of the grains of sand constituting the dune. When restoring a dune, adherence to historic slopes and elevations enhances the possibility of a successful dune restoration. Deviation from these slopes and elevations raises the risk of failure. The same is true regarding the size and characteristics of the grains of sand used to restore a dune. Another factor important in dune stability, as well as upland protection, is the continuity of the dune. A shorter dune, in terms of its length running parallel to the shoreline, is less stable and obviously offers less landward protection than a longer dune. As originally proposed, Respondent's home would occupy the east corner of Lot 10. The southwest side of the residence (facing the Gulf) would have been about one foot seaward of the vegetation line and only one to two feet landward of the surveyed seaward toe of the frontal dune. The landward side of the residence would have been 10 feet seaward of the northeast side of Lot 10. The proposed home would have been setback 10 feet from the northeast and southeast property lines. Shortly prior to the commencement of the hearing, Applicant modified the proposed plans, and DEP modified the Permit. These changes would relocate the proposed residence so that it was seven feet landward of the vegetation line, but setback only three feet from the northeast line and five feet from the southeast line. Despite its relocation landward from its original proposed location, the entire residence would occupy the frontal dune. More specifically, the residence would sit on the seaward side of the frontal dune. The Permit imposes a number of special conditions upon the construction of Respondent's residence. Consistent with DEP's bifurcation of the permitting process in this case, these special conditions prohibit the commencement of construction until Respondent submits plans and specifications "includ[ing] or reflect[ing] the following:" 1.1 A revised site plan including the distances relative to coastal construction control line to all the authorized structures with dimensions. The revised site plan shall depict the dwelling relocated to within 3 feet of the upland lot line and not exceeding a distance of 244 feet seaward. * * * 1.5 A revised grading plan depicting the restored dune extending across the entire parcel with a minimum crest elevation of +7.0 feet (NGVD). * * * The fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. All permanent exterior lighting shall be installed and maintained as depicted in approved lighting schematic. No additional exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. The present proposed location of the residence is not landward of a line running 244 feet seaward of the CCCL. Roughly one-third of the proposed residence would be seaward of this line, which is set forth in the Permit. Addressing the obvious conflict between the restriction contained in Permit Paragraph 1.1 prohibiting any structure seaward of a point 244 feet seaward of the CCCL and its approval of the new location for the residence, DEP announced at the hearing a new Permit Paragraph 1.1, which reads: The revised site plan shall depict the dwelling relocated within three feet of the upland lot line and not exceeding a distance of 250 feet seaward of the CCCL on the southwest corner and 255 feet seaward of the CCCL on the northwest corner. (Tr., pp. 119-20.) The revised site plan clarifies that the reference to "three feet" means the three-foot setback on the northeast lot line. The references to the southwest and northwest corners are, respectively, to the southernmost corner, which, when used with respect to Lot 10 in this recommended order, is described as the south corner, and the westernmost corner, which, when used with respect to Lot 10 in this recommended order, is described as the west corner. (For ease of reference at the hearing, counsel, the witnesses, and Administrative Law Judge reoriented Lot 10 by referring to the southwest lot line as the west lot line and treating the Gulf, which is southwest of Lot 10, as though it were due west of Lot 10.) At present, Applicant has submitted no grading plans, which would address the seaward toe of the frontal dune after construction. The landward toe is not on Applicant's property, so Applicant will not be able to change the slope of the landward side of the dune by adding sand to the portion of this dune not contained within Lot 10. As identified to this point, the Permit's requirements for dune restoration are sketchy, reliant upon more detailed grading plans that are not yet in existence. Permit Paragraph 5 adequately specifies the grain size. However, the Permit fails to specify the slopes, leaving this crucial element of the dune to the more detailed grading plans. Under the Permit, Applicant would be required to supply a specified volume of sand to the site. This volume was calculated to be sufficient, based on Applicant's survey, to raise the portion of the dune northwest of the seven-foot contour to an elevation of seven feet NGVD. However, if Petitioner's survey is correct, much less sand will be needed to raise the elevation to seven feet NGVD, so the "excess" sand will widen the dune. This recommended order has credited both surveys, so Applicant's survey provides the relevant details except for the more recent information supplied by Petitioner's survey concerning the locations of the mean high water line and the seven-foot contour. The widening of the dune authorized by the Final Order necessarily changes the dune's profile by extending the seaward toe closer to the shoreline and probably changes the slope of the seaward toe of the dune. Additionally, raising the elevation of the dune in the northeastern portion of Lot 10 will dramatically change its landward profile, given the fact that Applicant cannot add sand to the large portion of the dune landward of Lot 10. The effects of these alterations of the dune profile are entirely unknown to Applicant and DEP. Failing to perform the preliminary tasks of locating the existing dimensions of the dune--in terms of its width (perpendicular to the shoreline) and its length (parallel to the shoreline)-- Applicant and DEP lacked the baseline data upon which they could then analyze the construction and post-construction effects of placing Applicant's residence atop this dune. The present stability of the beach and dune system at Lot 10 does not dispense with the necessity of such analysis in making the determinations required by the relevant law. Additionally, the Permit fails to address the revegetation of the dune, again leaving this issue to more detailed plans not yet in existence. Specifically, Applicant has submitted no plans establishing a replanting scheme with specified species at specified distances, criteria by which to measure the success of the revegetation process (e.g., X percent coverage after one year), and a monitoring and enforcement program. Lastly, although the City of Anna Maria issued a letter approving of the proposed plans when Applicant proposed ten-foot setbacks, the City of Anna Maria has not had a chance to comment upon the proposal of three- and five-foot setbacks. Land use regulations of the City of Anna Maria require greater setbacks than these. As distinguished from its treatment of the dune profile and vegetation, the Permit supplies ample assurances that the proposed activities would be conducted in such a way as not to disturb nesting sea turtles, which, according to the record, infrequently occupy this specific location. Permit provisions, such as those scheduling construction and governing construction and post-construction lighting, adequately address the relatively simple task of protecting this lightly used nesting habitat.
Recommendation It is RECOMMENDED that the Department of Environmental Protection enter a final order denying the application for a coastal construction control line permit to construct a residence at the location indicated at the hearing. DONE AND ENTERED this 13th day of June, 2000, in Tallahassee, Leon County, Florida. ROBERT E. MEALE 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 13th day of June, 2000. COPIES FURNISHED: Kathy Carter, Agency Clerk Office of the General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Teri Donaldson, General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Adam Mohammadbhoy Harllee Porges Post Office Box 9320 Bradenton, Florida 34205 S.W. Moore Brigham Moore 100 Wallace Avenue, Suite 310 Sarasota, Florida 34237 Francine M. Ffolkes Senior Assistant General Counsel Department of Environmental Protection Mail Station 35 3900 Commonwealth Boulevard Tallahassee, Florida 32399-9314
Findings Of Fact Nannette K. Scoggins is the owner of the real property located at 5622 Gulf Drive, Holmes Beach, Florida in Manatee County. Nannette K. Scoggins' property, the petitioner's property, 5624 Gulf Drive, and the other adjacent property, 5620 Gulf Drive, are zoned as "A-1 Hotel-Motel" under the City of Holmes Beach Zoning Ordinance. On November 13, 1983, Mrs. Scoggins submitted to DNR an application for a permit for construction seaward of the coastal construction control line (control line). The proposed project, known as Jansea Place, would consist of two multifamily dwellings, four units to a building, divided by a swimming pool. A portion of the most seaward building would extend a maximum of 57 feet seaward of the control line. By letter dated July 11, 1984, DNR notified petitioner that the department was considering the permit application. The petitioner responded by letter dated July 18, 1984, objecting to any construction seaward of the control line. On October 1, 1984, petitioner received notification that DNR intended to recommend approval of the permit. The permit was scheduled for a vote by the Governor and Cabinet on October 16, 1984. The staff of DNR recommended approval of the permit. By telegram dated October 15, 1984, the petitioner requested an administrative hearing, and on October 22, 1984, petitioner filed a petition for a formal administrative hearing pursuant to Section 120.57(1), Florida Statutes. The application for permit No. ME-89 is a complete application for permit to construct seaward of the coastal construction control line. On October 5, 1983, the Superintendent of Public Works of the City of Holmes Beach certified that this project does not violate any ordinance of the City of Holmes Beach. The plans for the proposed project are signed and sealed by an architect registered in the State of Florida, and the submitted plans comply with the design standards established in Rule 16B-33.07, Florida Administrative Code to resist adequately the natural forces associated with a 100-year return interval storm event. The plans, specifications, drawings and other information submitted to DNR with the application for permit to construct seaward of the coastal construction control line are complete and accurate, and meet the requirements of DNR for that purpose. Under the provisions of Rule 16B-33, Florida Administrative Code, the application was determined to be complete on August 6, 1984. The proposed construction is located landward of an existing vertical concrete bulkhead. The seawall was built jointly by the Scoggins and Mr. McLean, who owns the property immediately to the south of the Scoggins' property. The seawall was built after the hurricane of 1972 because the existing dune system had been destroyed. Since that time, the mean high water line has continued to encroach landward to the point where it is now east of the wall. However, the seawall is not necessary for the protection of the proposed building. Although the seawall would fail under the direct impact of a major hurricane, the proposed building is adequately designed to withstand the impact erosion, the wave loads, the winds, and the water forces associated with a major hurricane. The necessity and justification for the project's location in relation to the control line is stated in the application, and petitioner has not challenged the necessity or justification. The City of Holmes Beach Zoning Ordinance requires that the buildings be separated by a minimum of 30 feet. Since the proposed buildings are separated by 30 feet, the proposed seaward building is located as far landward as possible without violating the zoning ordinance. Erosion and structural damage occurred as a result of Hurricane Agnes in 1972 and the "No Name" storm in 1982 in the area between 1,000 feet south of the Scoggins' property and 500 feet north of the Scoggins' property. Although the beach was fairly stable from 1974 to 1979, the beach began to erode in 1980. When the seawall was built in 1974, the dune line was even with the seawall. However, as can be seen from a comparison of the photographs taken in June of 1979 with those taken in early 1985, the beach has eroded since June of 1979 and the dune line is now several feet landward of the seawall. The DNR recommendation for approval of the Scoggin's permit application was based upon historical erosion data for the period between 1940 and 1974, which was the most recent data available that could be used to review the project. Mr. Clark stated that the application was recommended for approval based on the design of the proposed building and its alignment with existing structures built seaward of the control line. The proposed project is located landward of a line of existing structures. Although the adjacent properties have been affected by erosion, there was no evidence presented to show that the existing structures located seaward of the control line have been unduly affected by erosion. In 1974, when the seawall was being constructed, the worker building the seawall dug up part of the petitioner's property and destroyed the sea oats he had planted. However, the proposed project has a driveway encircling the building which would provide vehicular access to the seawall if necessary. The proposed project will partially obstruct petitioner's view to the southwest. However, there was no evidence presented that petitioner's property or the other adjacent property, would be adversely affected in any other way by the proposed project. There was no evidence presented that the proposed project would be affected by, or have an effect on, beach or coastal erosion. The proposed project would have no effect on the beach dune system.
Recommendation Upon consideration of the foregoing, it is recommended that DNR issue Permit Number ME-89 to Nannette K. Scoggins. DONE and ENTERED this 28th day of June, 1985, in Tallahassee Leon County Florida. DIANE A. GRUBBS Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 28th day of June, 1985.
The Issue The central issue in this case is whether the Department of Environmental Protection (Department) should approve a permit for the applicant, Indian River County (County), to install a prefabricated erosion prevention reef (PEP reef) off the coast of Vero Beach, Florida.
Findings Of Fact The Department is the state agency charged with the responsibility of reviewing and approving permits such as the one at issue. The County is a governmental entity and is the applicant which has requested a permit for an experimental project to be located in Vero Beach, Florida. The Petitioners oppose the proposed project. The project at issue is the installation of a PEP reef system to be located between approximately 300 feet south of reference monument R-80 to approximately 300 feet south of reference monument R-83, in Indian River County, Florida. Because of the uncertainty as to the performance of the proposed project and the potential that it may cause adverse impacts to the coastal system, the Department classified the project as experimental pursuant to Chapter 89-175, Section 27, Laws of Florida. In making its preliminary approval for the permit, the Department required special permit conditions to safeguard the coastal system and marine turtles. Additionally, the Department specified both preconstruction and post installation monitoring and testing. The term of the permit is limited to five years, including three years to monitor the project's impacts. A PEP reef is a prefabricated erosion prevention product installed as a breakwater off the shore. In this case, the product measures approximately twelve feet long and six feet high. The base of the product (which is conically shaped) is approximately 15 feet tapering to a one foot crest at the top. The PEP unit is a proprietary product of a company called American Coastal Engineering (ACE). The County proposes to contract with ACE for the manufacture and installation of the units. It is proposed that the PEP units would be installed in an alignment parallel to the beach for a total, though not continuous, length of 3000 feet. The proposed location for the PEP reef in Vero Beach is in an erosion area as identified by the Department's Beach Restoration Management Plan. Historically, the subject beach has experienced a steady and continuous erosion which has been exacerbated during storm conditions. The proposed site is suitable for the experimental nature of this project. At least one past storm event caused substantial damage to the beach front at the project site. Walkways, utilities, and other public improvements were substantially damaged. Past efforts to curb the erosion have proved unsuccessful. Such efforts included beach renourishment, and the installation of seawalls or bulkheads. Future beach renourishment is undesirable for the project site due to the lack of compatible sand, and its high cost. More important, however, are concerns over the negative environmental impacts to nearshore reefs which could result from a large scale renourishment project. For over ten years the County has sought a solution to the erosion that has plagued the project site. To that end, the County established a special committee, the Beach and Shore Preservation Advisory Committee, to review options available and to recommend long-term solutions to the County. In June, 1993, the County contracted with Petitioner Walther to prepare a map of the nearshore hardbottom reef and to evaluate alternatives for beach restoration at the project site. Such work was completed, and recommendations from Mr. Walther were not incompatible with the installation of the proposed reef. The proposed installation should not adversely affect the hardbottom reefs which are in the vicinity of the PEP units. Such hardbottom is considered environmentally sensitive; however, no PEP unit will be placed on the hardbottom or so close to it that it will disturb the organisms located within the hardbottom community. In December, 1993, the County submitted an application for an experimental coastal construction permit to install the PEP reef which is at issue. The PEP units are to be placed in seven to ten feet of water. The PEP reef is designed to reduce wave heights, particularly during a storm event, which should reduce the wave energy and currents in the lee of the structure. While it is hoped the units will deter erosion, they may also cause some accretion to the beach. Whether such accretion would be temporary or long- term is uncertain. As a result of studies performed by the University of Florida under the direction of Dr. Dean, and supported by the County's coastal engineer Mr. Donaldson, it was determined that the PEP units should be installed in shorter lengths (than originally designed) with gaps between each segment. Consequently, the installation proposed by the County is not continuous but is staggered and gapped. The installation proposed by the County is unique in that the coastal characteristics of the area and the proposed design should produce results different from past installations of reef structures in Palm Beach County, Florida. As a result, studies performed by Dr. Dean in connection with a reef installed in Palm Beach County have been discounted as dissimilar to the one proposed in this case. In reviewing the subject permit application, the Department requested additional data which the County retained Dr. Zarillo to gather. Dr. Zarillo performed numerical modeling for the proposed reef system. Based upon Dr. Zarillo's work it is expected that the PEP reef system will have a positive benefit in that wave height and energy is likely to be reduced by the installation of the units. The site for the installation is suited for the proposal and is not within an area that is considered environmentally sensitive. Moreover, the PEP reef itself will add to the development of species since it should develop into a nursery habitat for young fish and other marine organisms. The installation of PEP reefs at other locations have proven to be both successful and unsuccessful. Having considered the studies performed by Dr. Bruno, an expert in coastal engineering and in measuring/modeling coastal processes, it is likely that the proposed project will be similar enough in design to installations reviewed by Dr. Bruno to allow the proposed project to be compared. Dr. Bruno has monitored three installations at three different sites in New Jersey. Each site had different results based upon conditions of each location. One site, expected to be most like the proposed site in Vero Beach, has experienced a reduced rate of erosion. Based upon Dr. Bruno's "real life" experience it is expected that the proposed installation will result in a reduction of wave height on the order of 10 percent to 20 percent. Consequently, the proposed installation should provide a benefit to the control of erosion. The reduction of wave height leads to a reduction in the erosive power of the wave field. Therefore, it is expected to result in a reduced erosion rate behind the PEP reefs. Additionally, Dr. Bruno's assessment of Dr. Zarillo's modeling work suggests that "in theory" the proposed site should experience a reduction in wave height as a result of the proposed installation. As a result, both scientific methods support the proposed project. No scientific study can, however, assure the success of this project. In fact, success may be derived from the value of the data which will be gathered during the monitoring period. Such data may assist in the future design of structures to reduce wave energy. The County's proposed monitoring plan contains detailed and adequate performance criteria to assure that the PEP reef system will be fully evaluated. The County has provided adequate assurance that it will comply with the permit conditions, including the modification or removal of the reef system if directed by the Department. All installation and monitoring as well as removal is to be performed at the County's expense. The PEP reef system will have no appreciable adverse impact on marine turtles. Construction is prohibited during nesting season under the terms of the permit. The PEP reef system will have no adverse impact on swimmers or boaters. The units are to be clearly marked and identified under the terms of the permit. No adverse impacts to Petitioners Walther and Clemens should be incurred as a result of the installation of the proposed project.
Recommendation Based on the foregoing, it is, hereby, RECOMMENDED: That the Department of Environmental Protection enter a final order approving the permit requested by the County. DONE AND ENTERED this 16th day of February, 1996, in Tallahassee, Leon County, Florida. JOYOUS D. PARRISH, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of February 1996. APPENDIX TO RECOMMENDED ORDER, CASE NO. 95-4045 Rulings on the proposed findings of fact submitted by the Petitioner Walther: 1. Paragraphs 1, 3, 4, 6, 7, 8, 9, 10, 12, 13, 16, 17, 26, 29, 42, 44, 47, 50, 51, 59, and 60 are accepted. With regard to paragraph 2, the allegation is hearsay as it relates to the record cited; however, although not stipulated, the record most likely supports the paragraph in substance. Paragraph 5 is rejected as irrelevant. There is no evidence to support the factual conclusion that because another permit holder has failed to remove a reef that the County will similarly default on its obligation to do should the agency order the PEP reef removal. Paragraph 11 is rejected as irrelevant. Paragraph 14 is rejected as irrelevant if it purports to suggest the contracting was improper; this proceeding does not consider the propriety of the contracting process. With the deletion of any emphasis and the last sentence which are rejected as argument, paragraph 15 is accepted. Paragraphs 18 through 24 are rejected as irrelevant or contrary to the weight of credible evidence. Paragraph 25 is rejected as hearsay; it is accepted that Mrs. Clemens opposed the permit and requested a hearing. Paragraph 27 is rejected as an incomplete statement and therefore not supported by the total weight of credible evidence. Paragraph 28 is rejected as irrelevant or contrary to the weight of credible evidence. Paragraphs 30 through 33 are rejected as law not statements of fact. Paragraph 34 is accepted in general terms but not as to the specific measurements cited. Paragraphs 35 through 38 are rejected as contrary to the weight of all credible evidence. It is determined that the site is suitable for a non-biased, comprehensive analysis of the project. Paragraphs 39 through 41 are rejected as contrary to the weight of all credible evidence. Paragraph 43 is rejected as irrelevant. With regard to paragraph 45, it is accepted the reefs may settle but such is expected to be unlikely to impair the overall performance of the structure; therefore, the paragraph, as drafted, must be rejected as contrary to the weight of all credible evidence. Paragraph 46 is rejected as argument or contrary to the weight of all credible evidence. Paragraph 48 is rejected as argument or contrary to the weight of all credible evidence. Paragraph 49 is rejected as unclear or incomplete to stand as a finding of fact or contrary to the weight of all credible evidence. Paragraph 52 is rejected as irrelevant. Paragraph 53 is rejected as incomplete to stand as a finding of fact or contrary to the weight of all credible evidence. Paragraphs 54 through 58 are rejected as irrelevant or contrary to the weight of all credible evidence. With regard to paragraph 61, it is accepted that Dr. Dean envisioned a current being created that would run parallel to the shoreline as a result of the reef installation but otherwise rejected as irrelevant or contrary to the weight of all credible evidence. With regard to paragraph 62, such statement is generally true; however, Dr. Dean did not conduct any sediment transportation test to verify that the structure in an open setting (as opposed to the experimental tank) would transport sediment as inferred. Paragraphs 63 through 67 are rejected as irrelevant or contrary to the weight of credible evidence. Paragraph 68 is accepted as accurate but the agency did not express, and the record does not establish, that there is a concern that the County may not honor its agreement to remove the PEP reef if directed to do so. Paragraph 69 is rejected as irrelevant. Rulings on the proposed findings of fact submitted by the Petitioner Clemens: 1. None submitted. Rulings on the proposed findings of fact submitted by the Respondent Department: All proposed findings of fact adopted by the Department as listed are accepted. See comments below as to rulings on the proposed findings of fact submitted by the County. Rulings on the proposed findings of fact submitted by the Respondent County: 1. Paragraphs 1 through 5, 7 through 15, 17, 20, 21, 23, 24, 26, 27 through 30, 34, 40, 41, 42, 43, 45, and 46 are accepted. With regard to paragraph 6, it is accepted that an extensive renourishment program might damage the sensitive nearshore hardbottom community; otherwise rejected as irrelevant. With regard to paragraph 16, with the deletion of the word "significantly" in the second sentence and the last sentence which are rejected as irrelevant, editorial comment, argument or not supported by the total weight of credible evidence, it is accepted. With regard to paragraph 18, the first sentence is accepted. As to the balance of the paragraph, with the deletion of the word "significantly" and the substitution of "might" for "could", the paragraph is accepted. Otherwise rejected as an inaccurate characterization of the weight of the record. With regard to paragraph 19, the first sentence is accepted. The remainder of the paragraph is rejected as irrelevant. Paragraph 22 is rejected as a compound statement of proposed fact some of which are accurate but which taken in whole constitute argument, unnecessary, irrelevant or not supported by the weight of the credible evidence. Paragraph 25 is rejected as unnecessary or irrelevant. With regard to paragraph 31, with the deletion of the word "significant" in sentence three, the paragraph is accepted. With regard to paragraph 32, with the deletion of the word "significant" in sentence two, the paragraph is accepted. Paragraph 33 is rejected as repetitive, unnecessary or irrelevant. With regard to paragraph 35, the first sentence is accepted. The remainder of the paragraph is rejected as unnecessary, comment, argument, or irrelevant. Paragraphs 36 through 38 are rejected as unnecessary, comment, argument, or irrelevant. The proposed PEP reef should not adversely impact the Vero Beach shoreline. Paragraph 44 is rejected as unnecessary, comment, argument, or irrelevant. With regard to paragraphs 47 through 53, it is accepted that the Petitioners did not establish that they will be substantially affected by the proposed project; however, their conduct does not rise to the level to establish participation in the administrative process was for an improper purpose. Consequently, the paragraphs are rejected as argument, irrelevant or contrary to the weight of the credible evidence. COPIES FURNISHED: Steve Lewis, Esquire John W. Forehand, Esquire LEWIS, LONGMAN & WALKER, P.A. 215 S. Monroe Street, Suite 702 Post Office Box 10788 Tallahassee, Florida 32302 Kevin S. Hennessy, Esquire LEWIS, LONGMAN & WALKER, P.A. 2000 Palm Beach Lakes Boulevard Suite 900 West Palm Beach, Florida 33409 Michael P. Walther 1725 36th Avenue Vero Beach, Florida 32960 Adele Clemens 3747 Ocean Drive Vero Beach, Florida 32963 Thomas I. Mayton, Jr. Dana M. Wiehle Assistants General Counsel Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Virginia B. Wetherall Secretary Department of Environmental Regulation Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Kenneth Plante General Counsel Department of Environmental Regulation 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue All Three Cases Whether the Petitioners have standing to bring their respective challenges pursuant to Section 120.56(4), Florida Statutes? Case No. 10-5348RU Whether either or both Original Specific Condition 1 and the Department ECL Position constitute a rule? Case Nos. 10-6205 and 10-8197 Whether Specific Condition 5 constitutes a rule? Attorney's Fees Whether an order should be entered against the Department for costs and attorney's fees under Section 120.595(4), Florida Statutes?
Findings Of Fact The Draft Permit The Draft Permit (and its revisions) authorizes the County "to construct the work outlined in the activity description and activity location of this permit and shown on the approved permit drawings, plans and other documents attached hereto." Joint Exhibit, Vol. III, Tab 9, page 3 of 26. The "activity description" and the "activity location" are detailed on the first page of the Draft Permit. See Joint Exhibit, Vol. III, Tab 9 (first page of 26). The drawings, plans and other documents attached to the Draft Permit are contained under Tab 10 of Volume III of the Joint Exhibit. The Parties Petitioner Guidry is co-trustee of the Guidry Living Trust (the "Guidry Living Trust"). He has independent authority to protect, conserve, sell, lease, encumber or otherwise dispose of trust assets. Those assets include a condominium unit in the Oceania Condominium. The condominium unit owned by the Guidry Living Trust includes an undivided interest held with all other unit owners in the common property at the Oceania Condominium. The common property includes real property that fronts the Gulf of Mexico located at 720 Gulf Shore Drive in the City of Destin, Florida. The real property has the MHWL of the Gulf of Mexico as its southern boundary. Petitioner Oceania is a condominium association established pursuant to Florida's Condominium Act, Chapter 718, Florida Statutes. It does not own any real property. Mr. Guidry testified that he is authorized in his capacity as president of the Association to initiate and pursue this administrative proceeding on its behalf. No documents were entered in evidence reflecting that Oceania's Board of Directors approved the filing of the petition. The owners of condominium units at the Oceania Condominium, including the Guidry Trust, comprise the membership of Oceania. The unit owners all own undivided shares in the Oceania Condominium common property including the real estate that extends at its southern boundary to the MHWL of the Gulf of Mexico. The owners did not vote on whether to file the petition in Case No. 10-05348RU. Petitioners David and Rebecca Sherry are leaseholders of real property where they reside. Located at 554 Coral Court, Number 511, Fort Walton Beach, Florida 32548, the property is in an area in Okaloosa County on Santa Rosa Island that is known as Okaloosa Island. The property leased by the Sherrys is not within the Western Destin Project. Petitioner John Donovan is a leaseholder of real property located at 909 Santa Rosa Boulevard, Numbers 131-132, El Matador Condominium, Fort Walton Beach, Florida 32548, in the same area as the Sherry's residence. Petitioner MACLA II, Ltd., is a Texas Limited Partnership. Louise Brooker is its president. It owns real property which fronts the Gulf of Mexico located at 620 Gulf Shore Drive, Destin, Florida. The southern boundary of the property is the MHWL of the Gulf of Mexico. The MACLA property is located adjacent to the shoreline that is the subject of the Western Destin Project. The Betty Price Hughes Qualified Vacation Residence Trust (the "Hughes Trust") owns real property at 612 Gulf Shore Drive. Its southern boundary is deeded the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Petitioner H. Joseph Hughes is a trustee of the Hughes Trust. Petitioner Kershaw Manufacturing Company, Inc., an Alabama corporation, is the owner of real property located at 634 Gulf Shore Drive, Destin, Florida. Its southern boundary the property is the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Royce Kershaw is the president of the Kershaw Manufacturing Company. He testified that as president of the company, he has the authority to act on behalf of the company and has the power to bind the corporate entity. The Department of Environmental Protection is responsible for the administration of Chapter 161, Florida Statutes, Parts I and II, the "Beach and Shore Preservation Act." § 161.011, Fla. Stat. The Board of Trustees of the Internal Improvement Fund is responsible for stewardship of its public trust properties under Chapter 253, Florida Statutes. Included among those properties is the sovereignty submerged lands along the coast of the Gulf of Mexico. The ECL and the MHWL In the context of the Beach and Shore Preservation Act, the MHWL and the ECL were discussed by the Florida Supreme Court in Walton County v. Stop the Beach Renourishment, Inc., 998 So. 2d 1102 (Fla. 2008) (the "Walton County Supreme Court Case"): Pursuant to section 161.141, when a local government applies for funding for beach restoration, a survey of the shoreline is conducted to determine the MHWL for the area. Once established, any additions to the upland property landward of the MHWL that result from the restoration project remain the property of the upland owner subject to all governmental regulations, including a public easement for traditional uses of the beach. § 161.141. After the MHWL is established, section 161.161(3) provides that the Board must determine the area to be protected by the project and locate an ECL. In locating the ECL, the Board "is guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible." § 161.161(5). Pursuant to section 161.191(1), this ECL becomes the new fixed property boundary between public lands and upland property after the ECL is recorded. And, under section 161.191(2), once the ECL has been established, the common law no longer operates "to increase or decrease the proportions of any upland property lying landward of such line, either by accretion or erosion or by any other natural or artificial process." Walton County, at 1108. The Pre-project MHWL in This Case and the ECL The Pre-project MHWL called for by Original Specific Condition 1 was never established. No evidence was introduced as to where the Pre-project MHWL would have been located had it been set and in particular, where it would have been located in relation to an ECL. Rod Maddox is a long-time surveyor with the Department's Division of State Land in the Bureau of Survey & Mapping. See P-244. Mr. Maddox testified about his experience with pre-project MHWLs and where they are located in relation to ECLs. Familiar with the term "pre-project mean high water line," Mr. Maddox defined it as the mean high water line prior to the placement of fill used in a beach restoration project. See id. at 29. He testified that pre-project MHWLs have been required in the many beach restoration cases with which he is familiar. He testified further that when it comes to location, there is no difference between a pre-project MHWL and an ECL. The denominations may be different but Mr. Maddox testified "as to how . . . established, I see them as one and the same." Id. at 30. Original Special Condition 1: the Pre-project MHWL On December 31, 2009, the Department issued the NOI. Attached to it was the Draft Permit. The Draft Permit contained the following paragraph as Special Condition 1: Prior to construction of the beach restoration project, the Permittee must record in the official records of Okaloosa County a Certificate, approved by the Department, which describes all upland properties (including their owners of record) along the entire shoreline of the permitted project, with an attached completed survey of the pre-project Mean High Water Line ("Mean High Water Line Survey") conducted along the entire permitted project shoreline length. The Mean High Water Line Survey must have been completed in a manner complying with Chapter 177, Florida Statutes, as determined by the Department. No construction work pursuant to this joint coastal permit shall commence until the Certificate and attached Mean High Water Line Survey have been approved and archived by the Department's Bureau of Survey and Mapping, and the Department has received proof of recording of such documents (see Specific Condition No. 4.c.). The approved Certificate and attached Mean High Water Line survey shall be attached to, and kept as part of this joint coastal permit and authorization to use sovereign submerged lands. If in the future the Permittee seeks reimbursement from the State for costs expended to undertake (construct) the permitted project, then, prior to, and as a condition of receipt of any authorized and approved reimbursement, the Board of Trustees will establish an ECL consistent with the provisions of Chapter 161, Florida Statutes. The Permittee shall be required to record such a line in the Okaloosa County official records. Joint Exhibit, Vol. III, No. 9. The Oceania Petitioners, as landowners within the Project area, challenged the issuance of the Draft Permit on January 14, 2010. See Case No. 10-0516. Among the bases for the challenge was that the Department lacked authority to implement Original Special Condition 1 and, in particular, its requirement that the County record a completed survey of the pre-project MHWL in lieu of the establishment of an ECL. On July 26, 2010, the Department revised the Draft Permit to eliminate from the Project the common property owned by the unit owners of the Oceania Condominium. The change was supported by a letter from Michael Trudnak, P.E., of Taylor Engineering, Inc., on behalf of the County which stated: "On behalf of Okaloosa County, Taylor Engineering submits this request to modify the project area and Draft Joint Coastal Permit for the Western Destin Beach Restoration Project [file nos. excluded]. The applicant has decided to remove the Oceania Condominium property from the beach fill placement area." Joint Exhibit, Vol. III, Tab 15, Exhibit A. The revised project, as described in permit drawings enclosed with Mr. Trudnak's letter includes two reaches: Reach 1 extends from the east jetty of East Pass to approximately 600 ft east of FDEP reference monument R-22 (R22.6) and Reach 2 extends from approximately 200 ft east of R-23 (R-23.2) to R-25.5. The Oceania Condominium property is in the gap between the two beaches. Additionally, the letter requested that the Department modify Specific Condition 1 of the Draft Permit to reflect the modified project area so that the MHWL Survey requirement of Specific Condition 1 would exclude the Oceania Condominium property. In accord with the request, Special Condition 1 was amended to add the following language: "With respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc., members' common elements property, neither a pre-project Mean High Water Line survey, nor a Certificate with a description of the pre-project Mean High Water Line shall be recorded in conjunction with this coastal permit." Joint Exhibit, Vol. III, Tab 15, the First Revised Draft Permit, Page 5 of 26. On August 4, 2010, as the Department neared the end of its case in the third day of the hearing, it announced that the Revised Draft Permit would "be revised [again, this time] to require the establishment of an ECL under the applicable statute." Tr. 621. The draft permit, accordingly, was revised for a second time (the "Second Revised Draft Permit"). The Department carried out the second revision in a notice filed at the Division of Administrative Hearings on August 18, 2010 (the August 18, 2010, Notice). The August 18, 2010, Notice contains two changes to the First Revised Draft Joint Permit. The first change deletes the existing language in Original Specific Condition 1 (the language challenged in Case No. 10-5348RU) in its entirety. It substitutes the following language: Prior to construction of the beach restoration project, the Board of Trustees will establish an Erosion Control Line along the shoreline of the beach restoration project. The Erosion Control Line shall be established consistent with the provisions of ss. 161.141-161.211, Florida Statutes. An Erosion Control Line shall not be established in conjunction with this joint coastal permit with respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc. members' common elements property. In lieu of conducting a survey, the Board of Trustees may accept and approve a survey as initiated, conducted, and submitted by Okaloosa County if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. Department of Environmental Protection's and Board of Trustees of the Internal Improvement Fund's Notice of Revisions to the Proposed Joint Coastal Construction Permit, page 3 of 4. The second change is made with respect to Specific Condition No. 4(c) of the First Revised Draft Permit, one of a list of items to be submitted to the Department for approval prior to the commencement of construction and the issuance of a Notice to Proceed by the Department. The existing language is deleted in its entirety and the following language is substituted: Written documentation that the Erosion Control Line required by Special Condition Number 1 has been filed in the public records of Okaloosa County. Id. The Department ECL Position Chapter 161: Beach and Shore Preservation Chapter 161, Florida Statutes, governs "Beach and Shore Preservation." "Parts I and II of this chapter may be known and cited as the 'Beach and Shore Preservation Act.'" § 161.011, Fla. Stat. Part I governs "Regulation of Construction, Reconstruction, and Other Physical Activity." Sections 161.011 through 161.241 comprise Part I. The Department developed its position on ECLs claimed by Petitioners to be an Unadopted Rule by considering Part I, in particular Sections 161.088 (which declares the public policy to properly manage and protect Florida's beaches) through 161.211. At some point in 2009, the Department saw a distinction related to ECLs in Sections 161.088-161.211 between beach restoration projects where state funding was used for construction and projects where no state funds were used. The former seemed to require ECLs, the latter not. Several statutory provisions were viewed as particularly relevant. For example, Section 161.141, Florida Statutes, declares that it is the public policy of the state "to cause to be fixed and determined, pursuant to beach restoration . . . projects, the boundary line between sovereignty lands . . . and the upland properties adjacent thereto " The section that mainly governs ECLs is Section 161.161. It provides the procedure for approval of projects for the restoration and maintenance of critically eroded beaches, subject to a beach management plan which is funded, in part, by the state. With regard to ECLs, the statute provides: Once a project [for the restoration and maintenance of a critically eroded beach] is determined to be undertaken, a survey of all or part of the shoreline within the jurisdiction of the local government in which the beach is located shall be conducted in order to establish the area of beach to be protected by the project and locate an erosion control line. * * * Upon completion of the survey depicting the area of the beach erosion control project and the proposed location of the erosion control line, the board of trustees shall give notice of the survey and the date on which the board of trustees will hold a public hearing for purpose of receiving evidence on the merits of the proposed erosion control line and, if approval is granted, of locating and establishing such requested erosion control line in order that any persons who have an interest in the location of such requested erosion control line can be present at such hearing to submit their views concerning the precise location of the proposed erosion control line. * * * The board of trustees shall approve or disapprove the erosion control line for a beach restoration project. In locating said line, the board of trustees shall be guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which the erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible. § 161.161, Fla. Stat. Development of the Department's Position on ECLs Prior to 2009, the Department's established ECLs for beach restoration projects whether the project's construction was supported by state funding or not. There was an exception: when the property landward of the MHWL was owned by the state. In such a case, the Department saw no need to set an ECL since both the sovereignty lands and the adjacent uplands property are owned by the state. This position held at least through January 15, 2009, when the Department held a workshop and hearing pursuant to Section 161.161, Florida Statutes, in Okaloosa County to establish an ECL for the Western Destin Project. The hearing officer who conducted the ECL hearing was West Gregory, Department Assistant General Counsel. While consideration of where the ECL should be established for the Western Destin Project was underway, there were ongoing discussions by e-mail and in briefings of whether the statute required an ECL. The discussion was prompted when Mr. Gregory, as Department Assistant General Counsel, drafted a memorandum (the "Draft Memorandum") to Michael Barnett, Chief of the Bureau of Beaches and Coastal Systems (the Bureau) to be sent through Paden Woodruff, an Environmental Administrator. The memorandum related to another beach restoration project in Okaloosa County: a project involving Eglin Air Force Base. The Draft Memorandum shows a date of January "XX", 2009, and is stamped "DRAFT." P-119. It presents the question "Should . . . [the Department] require the United States Air Force (USAF) to establish an erosion control line (ECL) for the beach restoration project located on Eglin AFB?" Id. The Draft Memorandum provides a brief answer: "No, . . . because the beach . . . is not critically eroded." Id. The memorandum recognizes the public policy of the state to fix the boundary between public and private lands for beach restoration projects in Section 161.141, Florida Statutes, and a requirement that the Board of Trustees "must establish the line of mean high water prior to the commencement of a beach restoration project," id., leading to the suggestion that each and every beach restoration project must establish an ECL. The Draft Memorandum, however, construes Section 161.141, Florida Statutes, with Section 161.161, Florida Statutes, and draws support from an Attorney General Opinion and the Walton County Florida Supreme Court case to conclude that it is only when a project is undertaken with state funding that an ECL must be established. In the case of the Eglin AFB beach restoration projects, the Draft Memorandum concludes: Id. This determination not to establish an ECL on the Eglin AFB beach restoration project would not preclude the USAF from obtaining a JCP permit. Rather, it precludes the USAF from receiving state funding assistance. The Draft Memorandum was not sent to the intended recipients. It was submitted to two other lawyers in the Department. Mr. Gregory did not receive comments from them. Although no comments were made to Mr. Gregory after the draft of the memorandum was sent to other members of the legal staff, the subject remained under discussion in the Department in early 2009. Sometime in early 2009, based on a legal analysis of Department attorneys, the Department took the position that an ECL is required to be set when state funds are used for the construction of a project. The converse of this position, that an ECL is not required to be set when no state funds are involved, is the statement alleged to be an unadopted rule. Two permits were issued that did not require an ECL: one for the Eglin AFB beach restoration project in March of 2009, and another that was an emergency permit for Holiday Isle. As with Specific Condition 1 in the Western Destin Project, the determination to not require an ECL was because of the lack of state funding. As Mr. Barnett testified about the two permits, there "is no State cost share for construction . . . [and] that's the reason [the Department] didn't require establishment of an ECL." Tr. 1279. Mr. Gregory's Draft Memorandum was never finalized. The Department issued three permits or draft permits (including for the Western Destin Project) with specific conditions that required pre-project MHWLs and that did not require ECLs. Otherwise, the Department has not committed the Department ECL Position to writing. Nonetheless, the Department ECL Position was stated in a deposition taken in this case on July 26, 2010. On July 26, 2010, the deposition of Janet Llewellyn, the Director of Water Resources Management was taken by Petitioners. Director Llewellyn is "responsible ultimately for all the projects that are processed and actions taken out of [the] division." P-223 at 10. These include permits issued by the Bureau and in particular, the Draft Permit, First Revised Draft Permit and the Second Draft Permit for the Project. When asked about the Department's statement that an ECL is not required when there is not state funding, Ms. Llewellyn preferred to rephrase the Department position as to when an ECL is required rather than when it is not required. She then testified that an ECL is required when there is "state funding involved through [the Department's] funding program." Id. at 13. Ms. Llewellyn was unable to pinpoint the moment the Department reached such a position other than: [t]he question came up sometime in the last year or two -- I couldn't tell you when -- about what the statute actually required in terms of when it was proper to set an erosion control line or required. And our attorneys did a legal analysis, again, of the statute, and that was their legal opinion of what the statute required. Tr. 14. Whatever the date that such a position was precisely firmed up, Ms. Llewellyn was able to testify on July 26, 2010, "that if state funding is going to a project, than an ECL needs to be set. That's what the statute requires." Id. This statement was based on the opinions of Department attorneys prior to their use in connection with the issuance of beach restoration permits in Okaloosa County. The Department has not initiated rule-making with respect to its ECL Position. Whether rule-making would be initiated was not known by the Bureau Chief on August 24, 2010, during his testimony in the final hearing. Change of Position The Department modified its position on ECLs that it appeared to have at the time of Ms. Llewellyn's deposition on August 4, 2010. As detailed above, it announced that an ECL would be required for the Western Destin Project, after all. The modification was formalized with the filing of the Second Revised Draft Permit on August 18, 2010. Specific Condition 5 Before the challenged language in Specific Condition 5 was added by the First Revised Draft Permit, the Department had relied on General Condition 6 to give notice to permittees that the permit did not allow trespass: This permit does not convey to the Permittee or create in the Permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the Permittee. The issuance of the permit does not convey any vested rights or any exclusive privileges. Joint Ex. 9. Based on the petitions in the Permit Challenge Cases, the Department proposed in the First Revised Draft Permit to add to Specific Condition 5 the language that is underscored in the following: The Permittee is advised that no work shall be performed on private upland property until and unless the required authorizations are obtained. Sufficient authorizations shall included: (1) written evidence of ownership of any property which will be used in carrying out the project; (2) authorization for such use from the property owner which upland of mean high-water; (3) construction and management easements from upland property owners; or (4) a judgment from a court of competent jurisdiction which reflects that such authorization, in whole or in part, is not required. The Permittee is also advised to schedule the pre-construction conference at least a week prior to the intended commencement date. At least seven (7) days in advance of a pre-construction conference, the Permittee shall provide the written authorizations for the portion of the project for which construction is about to commence, as required above, written notification, advising the participants (listed above) of the agreed-upon date, time and location of the meeting, and also provide a meeting agenda and a teleconference number. Joint Exhibit, Volume III, Tab 15, the First Revised Draft Permit, Page 7 of 26. There was no evidence that the language added to Specific Condition 5 by the First Revised Draft Permit had been in any other permits or that the Department intended to use the language in any other beach restoration permits. Other than whatever might be gleaned from the Draft Permit, itself (and its revisions), there was no evidence offered that the property of any of the petitioners, in fact, would be used in the Western Destin Beach Project.
