Findings Of Fact The Problem: A Seawall In Danger of Collapse Applicant is an incorporated condominium association which owns the Gulf front property of Bonita Beach Club, a residential condominium located on the northern portion of a barrier island known as Little Hickory Island. The island is south of Fort Myers and part of Lee County. (Testimony of Truitt, Tackney; R-1.) Applicant's Gulf front property is protected by a 600-foot seawall; that seawall, exposed to wave and storm attack, is now in the beginning stages of failure. Applicant seeks a permit to place a revetment along the entire seaward face of the seawall "to help strengthen the seawall and stop the erosion at [its] . . . base . . . ." (R-1.) (Testimony of Truitt, Tackney, Sharma; R-1) The seawall shows evidence of profile lowering; sand has been scoured from its face, exposing 6 to 7 feet of wall above the sand line. Its face shows abrasions from buffeting by sand and sediment; its joints have begun to separate, allowing sand from behind the wall to leak through the cracks. Under high tide conditions, the seaward portions of the seawall are under water; under other tidal conditions there is no more than 6 to 7 feet of wetsand area between the base of the wall and the waterline. (Testimony of Truitt.) The present condition of the seawall is mainly due to two processes: the long-term shoreline migration of Little Hickory Island, and (2) profile steepening, scouring, and accelerated sand loss in the immediate vicinity of Applicant's seawall. There is a south-to-north longshore or littoral sand transport in the area off Little Hickory Island, a northward flowing "river of sand." This phenomenon has caused sand loss to beaches in front of and south of Applicant's property and sand accretion to the undeveloped northern beaches north of the island. The localized profile steepening and accelerating sand loss at Applicant's seawall is caused by waves hitting the vertical seawall, then rebounding-- causing removal of sand at the foot of the wall and steepening of the offshore profile. This localized sand loss and erosion has been aggravated by the original placement and alignment of Applicant's seawall. 7/ The seawall protrudes further seaward than adjacent seawalls or bulkheads. 8/ This protrusion, together with the wall's irregular shape, disrupts the otherwise straight shoreline and acts as a headland: an abutment which concentrates wave energy and longshore currents and causes accelerated erosion and sand loss in the immediate area. The effects of the northerly longshore drift and the localized sand loss have been dramatic: between 1974 and 1980 the sandy beach in front of Applicant's seawall has receded landward 50-60 feet. (Testimony of Truitt, Tackney, Sharma; P-1, P-2, P-3, P-4, 1-2, R-3, R-4, R-5, R-6, R-7.) In addition, the shoreline of Little Hickory Island is gradually and inexorably eroding. This is due to long-term backyard erosion, a natural )process by which barrier islands gradually migrate landward. (Testimony of Sharma, Tackney, Truitt.) II. Applicant's Solution: Place a Rock Revetment in Front of the Seawall In October, 1980, Applicant applied for a DNR permit to place a rock revetment along the existing seawall. By January, 1981, DNR's Bureau of Beaches and Shores determined that all of the documentation required by its rules 9/ had been submitted and the application was complete. Subsequently, the Applicant agreed to several design changes suggested by DNR and agreed to a permit condition requiring it to dedicate a travel easement to assure continued public access to beaches north of its property. As so modified, DNR proposes to issue the requested permit. (Testimony of Truitt; R-1, -R-11, R-12.) The proposed permit, with conditions, is contained in Respondent's Exhibits R-1, R-11, and R-12. 10/ The proposed shore protection structure is described as a rock toe-scour revetment to be placed along the seaward face of Applicant's existing seawall. The revetment extends 7 feet in the shore-normal direction and approximately 600 linear feet in the shore-parallel direction. It will consist of lime-rock boulders of various sizes stacked on top of each other. The top layer of rocks will be the largest, 75 percent of them weighing greater than 500 pounds. The rock revetment will rest on a layer of Filter-X mat to help stabilize the underlying sand. The revetment's elevation will range from 0.0 feet (NGVD) 11/ at the toe of the seawall to -0.5 feet (NGVD) at 7 feet seaward. Its slope will be no greater than 3 horizontal units to 1 vertical unit. The mean high waterline will intercept the revetment-seawall interface at a maximum elevation of approximately +1.5 feet (NGVD). (R-1, R-11, R-12.) III. The Effects of the Proposed Revetment The proposed revetment will fulfill its primary purpose: it will protect the Applicant's seawall by reducing the amount of sand that is scoured and removed from its face and it will add significant structural stability to the wall. It will provide these benefits because its sloping surface will intercept and dissipate waves which would otherwise hit and rebound off the vertical seawall. Because wave deflection energy will be lessened, steepening of the offshore profile will be reduced and accelerating longshore currents will be slowed. It will also protect the seawall against storm, but not hurricane, damage. (Testimony of Truitt, Tackney.) However, the proposed rock revetment will not stop the migration of sands from the southern to the northern reaches of Little Hickory Island; the northward flowing longshore currents will continue. Neither will the revetment protect Applicant's property against long-term background erosion; the entire island will continue its steady easterly retreat to the mainland. Scouring at the ends of the existing seawall will be reduced, but not eliminated. Eddy currents at the ends of the revetment will cause some localized scouring to take place. Wave and water action will take its toll on the revetment; it will require periodic repair and rebuilding in the years ahead. (Testimony of Sharma, Tackney, Truitt.) Although the testimony is conflicting, the weight of the evidence is that the proposed revetment will not adversely affect adjacent beaches and the offshore profile. 12/ While localized scouring will not be eliminated, the evidence indicates that the rates will be lessened--that the existing erosion problems will be mitigated, not aggravated. With reduced localized scouring, longshore currents will not accelerate, and the offshore profile will not deepen at increasing rates. The expert witnesses agreed that, at least for the short term, the proposed revetment will protect the existing seawall against at least three-year storm conditions. (Testimony of Tackney, Truitt, Sharma.) While the revetment will not accelerate or contribute to the erosion of adjacent lands, it will impair the public's use of the beaches in front of and to the north of the Applicant's seawall. Because the revetment will protrude 6 to 7 feet seaward from the seawall--intercepting the mean high waterline--the public will be precluded from traversing the beaches in front of Applicant's property. That narrow corridor of wet-sand beach now permits dry passage only during low tide. With placement of the rock revetment on that passageway, it will become impassable to most people who use the Little Hickory Island beaches. 13/ (Testimony of Sharma, Member of the Public.) Generally, rip-rap revetments, such as that proposed by Applicant, do not eliminate erosion or cause sand to accrete. Rather, they tend to increase erosion and escarping beyond that which would occur if a shoreline is left in its natural, unaltered condition. (Testimony of Sharma, Truitt, Tackney.) IV. DNR Coastal Construction Permits: Practice and Policy There may be alternatives to the proposed revetment which will not endanger the Applicant's upland structure or block the public's access to beaches in front of and north of Applicant's property. 14/ DNR does not require the consideration of shore protection alternatives when it processes coastal construction permit applications. Neither, in its view, is public access to adjacent beaches a matter of regulatory concern in this licensing process. 15/ At the staff level of DNR, the sole consideration is engineering design of the proposed structure: At the level of staff of the Bureau of Beaches and Shores there are no other con- siderations other than simply engineering judgments on the appropriateness or other considerations of the design. I have no idea what the governor and cabinet or exec- utive director may consider. (Tr. 170.) This view of the agency's duty helps explain why DNR has never denied an application to construct a shore protection revetment, although it has suggested design modifications, as was done in this case. (Testimony of Truitt.) V. Interests of Objectors to Proposed Revetment Project DNR requires applicants for coastal construction permits to provide a map showing the location of the proposed erosion control structure and the shoreline for at least 1,000 feet on each side. Applicants are also required to provide a list of the names and addresses from the latest county tax role of all riparian property owners within 1,000 feet. It is DNR practice, in accordance with its rule, Section 165-24.07, Florida Administrative Code, to mail notice of a proposed project to those riparian property owners. By rule, such interested persons or objectors to a proposed project have the right to appear and make their positions known to the Governor and Cabinet at the time the agency decision is made. Id. (Testimony of Truitt; R-1.) Petitioners, Casa Bonita I and II Condominium Associations, Inc., and Seascape Condominium I and II Associations, Inc., assert that the proposed revetment will adversely affect their rights as riparian owners, that it will cause erosion of their shorelines; they also allege that it will prejudice their recreational use of sovereignty lands--the public's beaches lying below the line of mean high water. Relative to the site of the proposed revetment, Casa Bonita I Condominium Association, Inc., lies 1,350 to 1,400 feet south; Casa Bonita II Condominium Association, Inc., 670 feet south; Seascape Condominium I and II Associations, Inc., lie immediately adjacent to the site. (Testimony of Tackney; R-1, R-14.) No evidence was presented to establish that intervenor Lee County is a riparian property owner within 1,000 feet of the proposed revetment. The Lee County Board of County Commissioners were, however, notified of the instant application and given an opportunity to object. The parties have submitted proposed findings of fact; to the extent such findings are incorporated in this Recommended order, they are adopted; otherwise they are rejected as irrelevant to the issues presented or unsupported by the preponderance of evidence.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That the application of Bonita Beach Club Condominium Association, Inc., for a coastal construction permit be GRANTED, subject to the agreed-upon conditions described above, including the dedication of a travel easement allowing the public to circumvent the 600-foot rock revetment. 21/ DONE AND RECOMMENDED this 16th day of October, 1981, in Tallahassee, Florida. R. L. CALEEN, JR. Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 Telephone: (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of October, 1981.
Findings Of Fact Respondent, Department of Community Affairs, is the state land planning agency charged with the responsibility of administering the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. The Department has the authority to appeal to the Florida Land and Water Adjudicatory Commission any development order issued in an area of critical state concern pursuant to Sections 380.031(18), 380.032, and 380.07, Florida Statutes. At all times pertinent to this proceeding and to DOAH Case Number 93- 7165DRI, Petitioner, Fred Snowman, owned the real property known as Lot 75, Matecumbe Ocean Beach subdivision, Lower Matecumbe Key, in Monroe County, Florida (the subject property). A building permit issued by Monroe County, described below, for this property was the subject of DOAH Case Number 93- 7165DRI (the underlying proceeding.) The lot is approximately 100 feet wide and, at different points, between 200 and 225 feet deep. The subject property is bounded on the landward side by U.S. 1 and fronts the Atlantic Ocean in an area known as Matecumbe Beach. Matecumbe Beach is a known resting and nesting habitat for marine turtles. This building permit constituted a development order on property within the Florida Keys Area of Critical State Concern. On September 30, 1993, Monroe County issued to Mr. Snowman, as the owner and general contractor, building permit number 9330008850, which authorized the construction on the subject property of a single-family residence containing 2,472 square feet of heated and cooled area, 1,568 square feet of porches, 1,435 square feet of storage enclosure below base flood elevation, and a swimming pool. The authorized construction was to be consistent with the building site plan, which was also approved by Monroe County. On November 18, 1993, the Department timely appealed the subject building permit to the Florida Land and Water Adjudicatory Commission (FLWAC) pursuant to Section 380.07, Florida Statutes. FLWAC referred the matter to the Division of Administrative Hearings where it was assigned DOAH Case Number 93- 7165DRI. A formal hearing was conducted in DOAH Case Number 93-7165DRI in Key West, Florida, on June 30, 1994. Following the formal hearing, the parties were afforded the opportunity to file post-hearing submittals. Thereafter, a recommended order was entered which recommended that FLWAC enter a final order that dismisses the Department's appeal. After the entry of the recommended order, the Department voluntarily dismissed its appeal. FLWAC subsequently entered a final order of dismissal. Petitioner, Fred Snowman, was the prevailing party in DOAH Case Number 93-7165DRI. SMALL BUSINESS PARTY The issue as to whether Petitioner is a "small business party" as defined by Section 57.111(3)(d), Florida Statutes, was disputed by the Department in this proceeding. The parties stipulated that Mr. Snowman meets the remaining criteria contained in Section 57.111, Florida Statutes, for an award of attorney's fees and costs. The following testimony elicited by Petitioner's counsel of the Petitioner was the sole evidence pertaining to the number of employees of the Petitioner: Could you tell us a little bit about your business? What's the nature of your business? Primarily I'm a speculation - spec builder and general contractor in the Florida Keys, and have been since 1973. Q. How many employees do you maintain on a regular basis? A. I mainly have subcontractors. Occasionally when I have a job, I hire for that particular job. But I'm the sole proprietor and I'm the employee. (Transcript, page 9, lines 12-22.) While the foregoing testimony establishes that as of May 15, 1995, Petitioner was the sole proprietor and sole employee of his business, it does not establish that Petitioner had fewer than 25 employees in 1993 when the Department initiated its actions against him. 1/ The following testimony elicited by Petitioner's counsel of the Petitioner pertains to his net worth: Q. What is your net worth? Let me ask you this. Does your net worth exceed a million dollars? A. No. Q. Less than a million dollars? A. Yes. (Transcript, page 9, line 23 through page 10, line 3) The following testimony elicited by Respondent's counsel of the Petitioner on cross examination also pertains to his net worth: Q. When you're identifying your net worth, what exactly are you considering? A. Well, net worth is all my assets minus my liabilities. Q. All of your personal assets? A. Which are far and few between (sic) today. Q. Do you have business assets? A. No. Q. Do you own any property? A. Lot 75. Q. Any property other than Lot 75? A. I own three lots, small lots in Plantation Key. Q. Are they developed or undeveloped? A. No, they're undeveloped. Q. Do you know how much they're worth? A. They're valued at fifteen thousand per lot. Q. They're not on the water? A. Not on the water. Q. Lot 75, do you know what that property's worth? A. That property is worth about a hundred and seventy-five thousand. Q. Without the house on it? A. Without the improvements, yes. Q. How about in its improved condition? A. I would say, in the improved condition, with this home, it would be about five hundred thousand. Q. Okay. Other than the real estate, do you have any personal or business investments, stocks or -- A. No. Q. No? A. Just my condo. (Transcript, page 10, line 8 through page 11, line 13.) There was no other evidence presented as to Petitioner's net worth. While the foregoing testimony establishes that as of May 15, 1995, Petitioner had a net worth of less than two million dollars, it does not establish that his net worth was below that figure in 1993 when the Department initiated its actions against him. SUBSTANTIAL JUSTIFICATION The Department's appeal initially raised several issues. All issues in the underlying proceeding but one were voluntarily dismissed by the Department either prior to the hearing or at the hearing. The only issue litigated at the formal hearing in DOAH Case Number 93-7165DRI was the appropriate setback from the portion of the beach-berm complex located on the subject property known to serve as an active nesting or resting area of marine turtles. Pertinent to this proceeding, Section 9.5-345(3)(f), Monroe County Code, provides: f. No structure shall be located within fifty (50) feet of any portion of any beach-berm complex which is known to serve as an active nesting or resting area of marine turtles, terns, gulls or other birds; There was no dispute in Case 93-7165DRI that the turtle nesting setback applied to Mr. Snowman's property. The dispute was how to apply the setback. There was a bona fide factual dispute as to the extent of the beach berm complex on the subject property that should be considered to be "beach berm complex which is known to serve as an active nesting or resting area of marine turtles" within the meaning of the setback ordinance. The Department established that it followed its standard procedures in deciding to appeal the subject development order. The Department maintains a field staff in the Florida Keys that routinely reviews development orders issued by Monroe County for consistency with the land development regulations, the Monroe County comprehensive plan, and Chapters 163 and 380, Florida Statutes. The permit package typically reviewed, and reviewed in this case, includes the permit, a permit conditions sheet, surveys, and site plans. The Department staff usually reviews a biological survey or habitat evaluation index, reviews the County's entire file, reviews aerial photographs and conducts a field assessment. In this case, the Department also looked at records of the Department of Natural Resources and of the Save A Turtle volunteer environmental group. In this case, the Department conducted a field assessment of Mr. Snowman's lot and measured the point it considered to be the landward extent of the turtle nesting setback line. Kate Edgerton, an experienced biologist employed by the Department, measured the point the Department asserted was the landward extent of the turtle nesting setback line. Ms. Edgerton made a good faith assessment of the beach berm complex and considered the property to contain one beach berm complex. (Transcript, DOAH Case 93-7165DRI, page 166, line 17.) Ms. Edgerton testified in the underlying proceeding that she considered herself bound by the definitions in the Monroe County land use regulations and that she believed herself to be applying the pertinent definition when she measured the setback line. (Transcript, DOAH Case 93- 7165DRI, page 163, lines 20-23.) Following field staff review, a report is prepared and forwarded to Tallahassee for review by additonal staff, including the Department's administrator of the critical state concern program. Department staff in Tallahassee review the field staff report and participate in formulating a recommendation as to whether to appeal the permit. The appeal decision is then made either by the Department Division Director or by the agency head. Each material step in the Department's customary practice of reviewing permits was followed in reviewing the subject permit. Section 9.5-4(B-3), Monroe County Code, contains the following definition of the term "beach berm" that was found to be pertinent to the underlying proceeding: (B-3) "Beach berm" means a bare, sandy shore- line with a mound or ridge of unconsolidated sand that is immediately landward of, and usually parallel to, the shoreline and beach. The sand is calcareous material that is the remains of marine organisms such as corals, algae and molluscs. The berm may include forested, coastal ridges and may be colonized by hammock vegetation. The term "berm" is identified in the Monroe County comprehensive plan as . . . a mound or ridge of unconsolidated sand that is immediately landward of, and usually parallel to, the shoreline and beach. A berm is higher in elevation than both the beach and the area landward of the berm. At the formal hearing in the underlying appeal, there was conflicting evidence as to the extent of the beach berm complex on the subject property. The Recommended Order found that there were two distinct ridges located on the subject property. The issue of whether both ridges could be considered part of the "beach berm complex" was one of first impression. Succinctly stated, it was the position of the Department in the underlying appeal that both ridges were in an area of potential habitat on a beach that is known habitat and it asserted the position that both ridges should be considered to be one beach berm complex. The Department asserted the position that the setback should be measured from the landward extent of the second ridge (the more landward of the two ridges). Monroe County had measured the setback from the landward extent of the first ridge. Mr. Snowman agreed with the County's determination of the setback. Mr. Snowman presented evidence that the County had, for several years, applied the setback from the landward extent of the first ridge and argued that, based on the foregoing definitions each ridge should be considered to be a separate beach berm, but that only the first should be considered to be a beach berm. The Department presented evidence that the County had applied the setback provision in an inconsistent manner by measuring from the crest of berms in some cases and measuring from the landward extent of berms in other occasions. The Recommended Order rejected the Department's position and concluded that the definition of "beach berm" contained in Section 9.5-4(B-3), Monroe County Code, and the description of "berm" in the comprehensive plan were unambiguous. Although the Department argued that other provisions of the code and comprehensive plan supported their construction of the setback requirement, it was concluded that the issues should be resolved based on the unambiguous definition of "beach berm". It was also concluded that no deference should be afforded the Department's construction of the term "beach berm" because there is a plain and unambiguous definition of the term that is a part of the Monroe County Code. It was observed that "[w]hile a greater setback may better serve the goals of the comprehensive plan, as argued by the Department, the imposition of a greater setback requirement should come from a change in the Monroe County Code." This observation was made because the Department had found support for its interpretation of the setback requirement from other parts of the code and comprehensive plan. This case involved bona fide disputed issues of material fact and legal issues that were of first impression. It is found that those issues, although resolved against the Department following the formal hearing, were of sufficient merit to substantially justified the Department's actions in initiating the underlying appeal.
The Issue All Three Cases Whether the Petitioners have standing to bring their respective challenges pursuant to Section 120.56(4), Florida Statutes? Case No. 10-5348RU Whether either or both Original Specific Condition 1 and the Department ECL Position constitute a rule? Case Nos. 10-6205 and 10-8197 Whether Specific Condition 5 constitutes a rule? Attorney's Fees Whether an order should be entered against the Department for costs and attorney's fees under Section 120.595(4), Florida Statutes?
Findings Of Fact The Draft Permit The Draft Permit (and its revisions) authorizes the County "to construct the work outlined in the activity description and activity location of this permit and shown on the approved permit drawings, plans and other documents attached hereto." Joint Exhibit, Vol. III, Tab 9, page 3 of 26. The "activity description" and the "activity location" are detailed on the first page of the Draft Permit. See Joint Exhibit, Vol. III, Tab 9 (first page of 26). The drawings, plans and other documents attached to the Draft Permit are contained under Tab 10 of Volume III of the Joint Exhibit. The Parties Petitioner Guidry is co-trustee of the Guidry Living Trust (the "Guidry Living Trust"). He has independent authority to protect, conserve, sell, lease, encumber or otherwise dispose of trust assets. Those assets include a condominium unit in the Oceania Condominium. The condominium unit owned by the Guidry Living Trust includes an undivided interest held with all other unit owners in the common property at the Oceania Condominium. The common property includes real property that fronts the Gulf of Mexico located at 720 Gulf Shore Drive in the City of Destin, Florida. The real property has the MHWL of the Gulf of Mexico as its southern boundary. Petitioner Oceania is a condominium association established pursuant to Florida's Condominium Act, Chapter 718, Florida Statutes. It does not own any real property. Mr. Guidry testified that he is authorized in his capacity as president of the Association to initiate and pursue this administrative proceeding on its behalf. No documents were entered in evidence reflecting that Oceania's Board of Directors approved the filing of the petition. The owners of condominium units at the Oceania Condominium, including the Guidry Trust, comprise the membership of Oceania. The unit owners all own undivided shares in the Oceania Condominium common property including the real estate that extends at its southern boundary to the MHWL of the Gulf of Mexico. The owners did not vote on whether to file the petition in Case No. 10-05348RU. Petitioners David and Rebecca Sherry are leaseholders of real property where they reside. Located at 554 Coral Court, Number 511, Fort Walton Beach, Florida 32548, the property is in an area in Okaloosa County on Santa Rosa Island that is known as Okaloosa Island. The property leased by the Sherrys is not within the Western Destin Project. Petitioner John Donovan is a leaseholder of real property located at 909 Santa Rosa Boulevard, Numbers 131-132, El Matador Condominium, Fort Walton Beach, Florida 32548, in the same area as the Sherry's residence. Petitioner MACLA II, Ltd., is a Texas Limited Partnership. Louise Brooker is its president. It owns real property which fronts the Gulf of Mexico located at 620 Gulf Shore Drive, Destin, Florida. The southern boundary of the property is the MHWL of the Gulf of Mexico. The MACLA property is located adjacent to the shoreline that is the subject of the Western Destin Project. The Betty Price Hughes Qualified Vacation Residence Trust (the "Hughes Trust") owns real property at 612 Gulf Shore Drive. Its southern boundary is deeded the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Petitioner H. Joseph Hughes is a trustee of the Hughes Trust. Petitioner Kershaw Manufacturing Company, Inc., an Alabama corporation, is the owner of real property located at 634 Gulf Shore Drive, Destin, Florida. Its southern boundary the property is the MHWL of the Gulf of Mexico. The property is located adjacent to the shoreline subject to the Western Destin Project. Royce Kershaw is the president of the Kershaw Manufacturing Company. He testified that as president of the company, he has the authority to act on behalf of the company and has the power to bind the corporate entity. The Department of Environmental Protection is responsible for the administration of Chapter 161, Florida Statutes, Parts I and II, the "Beach and Shore Preservation Act." § 161.011, Fla. Stat. The Board of Trustees of the Internal Improvement Fund is responsible for stewardship of its public trust properties under Chapter 253, Florida Statutes. Included among those properties is the sovereignty submerged lands along the coast of the Gulf of Mexico. The ECL and the MHWL In the context of the Beach and Shore Preservation Act, the MHWL and the ECL were discussed by the Florida Supreme Court in Walton County v. Stop the Beach Renourishment, Inc., 998 So. 2d 1102 (Fla. 2008) (the "Walton County Supreme Court Case"): Pursuant to section 161.141, when a local government applies for funding for beach restoration, a survey of the shoreline is conducted to determine the MHWL for the area. Once established, any additions to the upland property landward of the MHWL that result from the restoration project remain the property of the upland owner subject to all governmental regulations, including a public easement for traditional uses of the beach. § 161.141. After the MHWL is established, section 161.161(3) provides that the Board must determine the area to be protected by the project and locate an ECL. In locating the ECL, the Board "is guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible." § 161.161(5). Pursuant to section 161.191(1), this ECL becomes the new fixed property boundary between public lands and upland property after the ECL is recorded. And, under section 161.191(2), once the ECL has been established, the common law no longer operates "to increase or decrease the proportions of any upland property lying landward of such line, either by accretion or erosion or by any other natural or artificial process." Walton County, at 1108. The Pre-project MHWL in This Case and the ECL The Pre-project MHWL called for by Original Specific Condition 1 was never established. No evidence was introduced as to where the Pre-project MHWL would have been located had it been set and in particular, where it would have been located in relation to an ECL. Rod Maddox is a long-time surveyor with the Department's Division of State Land in the Bureau of Survey & Mapping. See P-244. Mr. Maddox testified about his experience with pre-project MHWLs and where they are located in relation to ECLs. Familiar with the term "pre-project mean high water line," Mr. Maddox defined it as the mean high water line prior to the placement of fill used in a beach restoration project. See id. at 29. He testified that pre-project MHWLs have been required in the many beach restoration cases with which he is familiar. He testified further that when it comes to location, there is no difference between a pre-project MHWL and an ECL. The denominations may be different but Mr. Maddox testified "as to how . . . established, I see them as one and the same." Id. at 30. Original Special Condition 1: the Pre-project MHWL On December 31, 2009, the Department issued the NOI. Attached to it was the Draft Permit. The Draft Permit contained the following paragraph as Special Condition 1: Prior to construction of the beach restoration project, the Permittee must record in the official records of Okaloosa County a Certificate, approved by the Department, which describes all upland properties (including their owners of record) along the entire shoreline of the permitted project, with an attached completed survey of the pre-project Mean High Water Line ("Mean High Water Line Survey") conducted along the entire permitted project shoreline length. The Mean High Water Line Survey must have been completed in a manner complying with Chapter 177, Florida Statutes, as determined by the Department. No construction work pursuant to this joint coastal permit shall commence until the Certificate and attached Mean High Water Line Survey have been approved and archived by the Department's Bureau of Survey and Mapping, and the Department has received proof of recording of such documents (see Specific Condition No. 4.c.). The approved Certificate and attached Mean High Water Line survey shall be attached to, and kept as part of this joint coastal permit and authorization to use sovereign submerged lands. If in the future the Permittee seeks reimbursement from the State for costs expended to undertake (construct) the permitted project, then, prior to, and as a condition of receipt of any authorized and approved reimbursement, the Board of Trustees will establish an ECL consistent with the provisions of Chapter 161, Florida Statutes. The Permittee shall be required to record such a line in the Okaloosa County official records. Joint Exhibit, Vol. III, No. 9. The Oceania Petitioners, as landowners within the Project area, challenged the issuance of the Draft Permit on January 14, 2010. See Case No. 10-0516. Among the bases for the challenge was that the Department lacked authority to implement Original Special Condition 1 and, in particular, its requirement that the County record a completed survey of the pre-project MHWL in lieu of the establishment of an ECL. On July 26, 2010, the Department revised the Draft Permit to eliminate from the Project the common property owned by the unit owners of the Oceania Condominium. The change was supported by a letter from Michael Trudnak, P.E., of Taylor Engineering, Inc., on behalf of the County which stated: "On behalf of Okaloosa County, Taylor Engineering submits this request to modify the project area and Draft Joint Coastal Permit for the Western Destin Beach Restoration Project [file nos. excluded]. The applicant has decided to remove the Oceania Condominium property from the beach fill placement area." Joint Exhibit, Vol. III, Tab 15, Exhibit A. The revised project, as described in permit drawings enclosed with Mr. Trudnak's letter includes two reaches: Reach 1 extends from the east jetty of East Pass to approximately 600 ft east of FDEP reference monument R-22 (R22.6) and Reach 2 extends from approximately 200 ft east of R-23 (R-23.2) to R-25.5. The Oceania Condominium property is in the gap between the two beaches. Additionally, the letter requested that the Department modify Specific Condition 1 of the Draft Permit to reflect the modified project area so that the MHWL Survey requirement of Specific Condition 1 would exclude the Oceania Condominium property. In accord with the request, Special Condition 1 was amended to add the following language: "With respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc., members' common elements property, neither a pre-project Mean High Water Line survey, nor a Certificate with a description of the pre-project Mean High Water Line shall be recorded in conjunction with this coastal permit." Joint Exhibit, Vol. III, Tab 15, the First Revised Draft Permit, Page 5 of 26. On August 4, 2010, as the Department neared the end of its case in the third day of the hearing, it announced that the Revised Draft Permit would "be revised [again, this time] to require the establishment of an ECL under the applicable statute." Tr. 621. The draft permit, accordingly, was revised for a second time (the "Second Revised Draft Permit"). The Department carried out the second revision in a notice filed at the Division of Administrative Hearings on August 18, 2010 (the August 18, 2010, Notice). The August 18, 2010, Notice contains two changes to the First Revised Draft Joint Permit. The first change deletes the existing language in Original Specific Condition 1 (the language challenged in Case No. 10-5348RU) in its entirety. It substitutes the following language: Prior to construction of the beach restoration project, the Board of Trustees will establish an Erosion Control Line along the shoreline of the beach restoration project. The Erosion Control Line shall be established consistent with the provisions of ss. 161.141-161.211, Florida Statutes. An Erosion Control Line shall not be established in conjunction with this joint coastal permit with respect to the shoreline seaward of the Oceania Owner's [sic] Association, Inc. members' common elements property. In lieu of conducting a survey, the Board of Trustees may accept and approve a survey as initiated, conducted, and submitted by Okaloosa County if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. Department of Environmental Protection's and Board of Trustees of the Internal Improvement Fund's Notice of Revisions to the Proposed Joint Coastal Construction Permit, page 3 of 4. The second change is made with respect to Specific Condition No. 4(c) of the First Revised Draft Permit, one of a list of items to be submitted to the Department for approval prior to the commencement of construction and the issuance of a Notice to Proceed by the Department. The existing language is deleted in its entirety and the following language is substituted: Written documentation that the Erosion Control Line required by Special Condition Number 1 has been filed in the public records of Okaloosa County. Id. The Department ECL Position Chapter 161: Beach and Shore Preservation Chapter 161, Florida Statutes, governs "Beach and Shore Preservation." "Parts I and II of this chapter may be known and cited as the 'Beach and Shore Preservation Act.'" § 161.011, Fla. Stat. Part I governs "Regulation of Construction, Reconstruction, and Other Physical Activity." Sections 161.011 through 161.241 comprise Part I. The Department developed its position on ECLs claimed by Petitioners to be an Unadopted Rule by considering Part I, in particular Sections 161.088 (which declares the public policy to properly manage and protect Florida's beaches) through 161.211. At some point in 2009, the Department saw a distinction related to ECLs in Sections 161.088-161.211 between beach restoration projects where state funding was used for construction and projects where no state funds were used. The former seemed to require ECLs, the latter not. Several statutory provisions were viewed as particularly relevant. For example, Section 161.141, Florida Statutes, declares that it is the public policy of the state "to cause to be fixed and determined, pursuant to beach restoration . . . projects, the boundary line between sovereignty lands . . . and the upland properties adjacent thereto " The section that mainly governs ECLs is Section 161.161. It provides the procedure for approval of projects for the restoration and maintenance of critically eroded beaches, subject to a beach management plan which is funded, in part, by the state. With regard to ECLs, the statute provides: Once a project [for the restoration and maintenance of a critically eroded beach] is determined to be undertaken, a survey of all or part of the shoreline within the jurisdiction of the local government in which the beach is located shall be conducted in order to establish the area of beach to be protected by the project and locate an erosion control line. * * * Upon completion of the survey depicting the area of the beach erosion control project and the proposed location of the erosion control line, the board of trustees shall give notice of the survey and the date on which the board of trustees will hold a public hearing for purpose of receiving evidence on the merits of the proposed erosion control line and, if approval is granted, of locating and establishing such requested erosion control line in order that any persons who have an interest in the location of such requested erosion control line can be present at such hearing to submit their views concerning the precise location of the proposed erosion control line. * * * The board of trustees shall approve or disapprove the erosion control line for a beach restoration project. In locating said line, the board of trustees shall be guided by the existing line of mean high water, bearing in mind the requirements of proper engineering in the beach restoration project, the extent to which the erosion or avulsion has occurred, and the need to protect existing ownership of as much upland as is reasonably possible. § 161.161, Fla. Stat. Development of the Department's Position on ECLs Prior to 2009, the Department's established ECLs for beach restoration projects whether the project's construction was supported by state funding or not. There was an exception: when the property landward of the MHWL was owned by the state. In such a case, the Department saw no need to set an ECL since both the sovereignty lands and the adjacent uplands property are owned by the state. This position held at least through January 15, 2009, when the Department held a workshop and hearing pursuant to Section 161.161, Florida Statutes, in Okaloosa County to establish an ECL for the Western Destin Project. The hearing officer who conducted the ECL hearing was West Gregory, Department Assistant General Counsel. While consideration of where the ECL should be established for the Western Destin Project was underway, there were ongoing discussions by e-mail and in briefings of whether the statute required an ECL. The discussion was prompted when Mr. Gregory, as Department Assistant General Counsel, drafted a memorandum (the "Draft Memorandum") to Michael Barnett, Chief of the Bureau of Beaches and Coastal Systems (the Bureau) to be sent through Paden Woodruff, an Environmental Administrator. The memorandum related to another beach restoration project in Okaloosa County: a project involving Eglin Air Force Base. The Draft Memorandum shows a date of January "XX", 2009, and is stamped "DRAFT." P-119. It presents the question "Should . . . [the Department] require the United States Air Force (USAF) to establish an erosion control line (ECL) for the beach restoration project located on Eglin AFB?" Id. The Draft Memorandum provides a brief answer: "No, . . . because the beach . . . is not critically eroded." Id. The memorandum recognizes the public policy of the state to fix the boundary between public and private lands for beach restoration projects in Section 161.141, Florida Statutes, and a requirement that the Board of Trustees "must establish the line of mean high water prior to the commencement of a beach restoration project," id., leading to the suggestion that each and every beach restoration project must establish an ECL. The Draft Memorandum, however, construes Section 161.141, Florida Statutes, with Section 161.161, Florida Statutes, and draws support from an Attorney General Opinion and the Walton County Florida Supreme Court case to conclude that it is only when a project is undertaken with state funding that an ECL must be established. In the case of the Eglin AFB beach restoration projects, the Draft Memorandum concludes: Id. This determination not to establish an ECL on the Eglin AFB beach restoration project would not preclude the USAF from obtaining a JCP permit. Rather, it precludes the USAF from receiving state funding assistance. The Draft Memorandum was not sent to the intended recipients. It was submitted to two other lawyers in the Department. Mr. Gregory did not receive comments from them. Although no comments were made to Mr. Gregory after the draft of the memorandum was sent to other members of the legal staff, the subject remained under discussion in the Department in early 2009. Sometime in early 2009, based on a legal analysis of Department attorneys, the Department took the position that an ECL is required to be set when state funds are used for the construction of a project. The converse of this position, that an ECL is not required to be set when no state funds are involved, is the statement alleged to be an unadopted rule. Two permits were issued that did not require an ECL: one for the Eglin AFB beach restoration project in March of 2009, and another that was an emergency permit for Holiday Isle. As with Specific Condition 1 in the Western Destin Project, the determination to not require an ECL was because of the lack of state funding. As Mr. Barnett testified about the two permits, there "is no State cost share for construction . . . [and] that's the reason [the Department] didn't require establishment of an ECL." Tr. 1279. Mr. Gregory's Draft Memorandum was never finalized. The Department issued three permits or draft permits (including for the Western Destin Project) with specific conditions that required pre-project MHWLs and that did not require ECLs. Otherwise, the Department has not committed the Department ECL Position to writing. Nonetheless, the Department ECL Position was stated in a deposition taken in this case on July 26, 2010. On July 26, 2010, the deposition of Janet Llewellyn, the Director of Water Resources Management was taken by Petitioners. Director Llewellyn is "responsible ultimately for all the projects that are processed and actions taken out of [the] division." P-223 at 10. These include permits issued by the Bureau and in particular, the Draft Permit, First Revised Draft Permit and the Second Draft Permit for the Project. When asked about the Department's statement that an ECL is not required when there is not state funding, Ms. Llewellyn preferred to rephrase the Department position as to when an ECL is required rather than when it is not required. She then testified that an ECL is required when there is "state funding involved through [the Department's] funding program." Id. at 13. Ms. Llewellyn was unable to pinpoint the moment the Department reached such a position other than: [t]he question came up sometime in the last year or two -- I couldn't tell you when -- about what the statute actually required in terms of when it was proper to set an erosion control line or required. And our attorneys did a legal analysis, again, of the statute, and that was their legal opinion of what the statute required. Tr. 14. Whatever the date that such a position was precisely firmed up, Ms. Llewellyn was able to testify on July 26, 2010, "that if state funding is going to a project, than an ECL needs to be set. That's what the statute requires." Id. This statement was based on the opinions of Department attorneys prior to their use in connection with the issuance of beach restoration permits in Okaloosa County. The Department has not initiated rule-making with respect to its ECL Position. Whether rule-making would be initiated was not known by the Bureau Chief on August 24, 2010, during his testimony in the final hearing. Change of Position The Department modified its position on ECLs that it appeared to have at the time of Ms. Llewellyn's deposition on August 4, 2010. As detailed above, it announced that an ECL would be required for the Western Destin Project, after all. The modification was formalized with the filing of the Second Revised Draft Permit on August 18, 2010. Specific Condition 5 Before the challenged language in Specific Condition 5 was added by the First Revised Draft Permit, the Department had relied on General Condition 6 to give notice to permittees that the permit did not allow trespass: This permit does not convey to the Permittee or create in the Permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the Permittee. The issuance of the permit does not convey any vested rights or any exclusive privileges. Joint Ex. 9. Based on the petitions in the Permit Challenge Cases, the Department proposed in the First Revised Draft Permit to add to Specific Condition 5 the language that is underscored in the following: The Permittee is advised that no work shall be performed on private upland property until and unless the required authorizations are obtained. Sufficient authorizations shall included: (1) written evidence of ownership of any property which will be used in carrying out the project; (2) authorization for such use from the property owner which upland of mean high-water; (3) construction and management easements from upland property owners; or (4) a judgment from a court of competent jurisdiction which reflects that such authorization, in whole or in part, is not required. The Permittee is also advised to schedule the pre-construction conference at least a week prior to the intended commencement date. At least seven (7) days in advance of a pre-construction conference, the Permittee shall provide the written authorizations for the portion of the project for which construction is about to commence, as required above, written notification, advising the participants (listed above) of the agreed-upon date, time and location of the meeting, and also provide a meeting agenda and a teleconference number. Joint Exhibit, Volume III, Tab 15, the First Revised Draft Permit, Page 7 of 26. There was no evidence that the language added to Specific Condition 5 by the First Revised Draft Permit had been in any other permits or that the Department intended to use the language in any other beach restoration permits. Other than whatever might be gleaned from the Draft Permit, itself (and its revisions), there was no evidence offered that the property of any of the petitioners, in fact, would be used in the Western Destin Beach Project.
Findings Of Fact In 1981, Petitioners Edward S. Coley and his wife, Juanita P. Coley, purchased lot 8, block A, Camp Creek Lake Subdivision, in Walton County, Florida. The lot is located on the beach at the Gulf of Mexico in a platted subdivision. Petitioners purchased the property for the purpose of building a beach house that would eventually be a retirement home. (Testimony of E. Coley Petitioners' Exhibit 1, Respondent's Exhibit 1) At the time Petitioners purchased the lot, there were a number of existing dwellings to the east of the lot and several to the west. The habitable portions of these dwellings for the most part were located at or near the existing coastal construction setback line that had been established by Respondent in 1975 to provide protection to the dune area of the beach. Although Petitioners planned to locate their two-story dwelling approximately on the then-existing setback line, they had not done so at the time a new coastal construction control line was established in December, 1982, which resulted in moving the setback line further landward for a distance of some sixty two feet. The county coastal construction control lines are established under the authority of Section 161.053, Florida Statutes, and are intended to define the portion of the beach-dune system which is subject to severe fluctuations based on a 100-year storm surge. Construction seaward of the line is prohibited unless a permit is obtained from Respondent. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibit 1, 5, Respondent's Exhibit 1, 20) On September 19, 1983, Petitioners filed an application with Respondent to construct a 2000 square foot two-story house on their lot. The dwelling was designed to have upper and lower decks facing the Gulf, with a dune walkover structure seaward, and a three-car garage attached to the main house by a breezeway. As planned, the seaward extent of the habitable portion of the house would be located some eight feet landward of the old setback line and approximately 62 feet seaward of the existing construction control line. After processing the application, Respondent's Chief of the Bureau of Coastal Engineering and Regulation advised Petitioners by letter dated January 5, 1984 that a staff recommendation to deny the application would be presented to the head of the Department, consisting of the Governor and Cabinet, on January 17, 1984, and advising Petitioners of their rights to a Chapter 120 hearing. By letter of January 11, 1984, Petitioners did request a hearing pursuant to Section 120.57, F.S., and, on January 17, Mr. Coley appeared before the Governor and Cabinet to support approval of his application. On March 20, 1984, the Governor and Cabinet approved the minutes of its January 17th meeting wherein the apparent basis for the proposed denial of Petitioners' application was stated as follows: The staff is concerned that the applicant is not effectively utilizing the property landward of the control line and that the proposed encroachment is unnecessary and not justified. Prior to the preparation of the structural plans, the staff recommended a 25 foot landward relocation of the structure in order to more effectively utilize the property landward of the control line and provide an effective, protective setback from the active dune area. Presently, there exists approximately 85 feet between the landwardmost portion of the proposed garage structure and the landward property line. The recommended 25 foot landward location represents a compromise that acknowledges the line of existing construction in the immediate area . . . . * * * Dr. Gissendanner stated that this was the first building permitted in this area. All the other buildings there had been built before a permit was required. Now it was necessary to take into consideration the new coastal construction line and the accumulative effect which the new law imposed. The problem was that the Department did not want to start a precedent to allow the house to be built out there and have other people come in and want to build along the same line. By letter of September 29, 1983, Respondent had advised petitioners that any structure of the size proposed by Petitioners located within the dune region would adversely impact and limit the extent of dune recovery following severe erosion associated with a major storm event. The letter proposed a compromise in location of Petitioners' dwelling to a point approximately 25 feet landward of the desired location, thus placing the seawardmost portion of the habitable structure approximately 35 feet seaward of the construction control line. This was stated to be a viable compromise since there existed sufficient room to locate the entire structure, including garage, landward of the control line. Petitioners however declined to accept such a compromise in the belief that to do so would eliminate any view of the Gulf over the dune line except from the upstairs deck of the proposed structure. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibits 1-2, 9, Respondent's Exhibits 1-8, 13-16) The height of the dune line on petitioners' lot is approximately 27 feet high, which is the same elevation as the first floor of the proposed dwelling at the desired site. The proposed second floor would be 9 feet above the crest of the dune. However, if placement of the structure was moved landward 25 feet, it would be impossible to see over the dune area from the ground floor of the house. Additionally, the view of the beach area would be obstructed by the homes to the east and west of Petitioners' lot. The proposed dwelling is designed for the maximum allowable height of 30 feet. Under deed covenants and restrictions, a variance would have to be obtained to build a taller structure. The value of Petitioners' property would undoubtedly be diminished to some extent if the house was built substantially behind the adjacent dwellings because of the restricted view of the beach and water area. (Testimony of E. Coley, Evans, Petitioners' Exhibits 1, 8) Although there would be no adverse impact on adjacent properties if Petitioners were permitted to build in the desired location, such proposed siting could have an adverse impact on the dune system as a result of a major storm event since the dwelling would be located on the seaward edge of existing vegetation at the landward toe of the dune. If the location were to be moved 25 feet further landward, there would be additional vegetation to facilitate recovery of the system after such a storm. Respondent's Chief of the Bureau of Coastal Engineering and Regulation also believes that the existing structures in that area would be demolished as a result of a major storm, but Petitioners' house, which is designed to withstand a 100-year storm event, would remain, thus impeding full recovery of the dune system. (Testimony of Moore, Flack, Clark, Respondent's Exhibits 9-12, 19, 21) Respondent has permitted several structures in the past which were located seaward of the coastal construction control line, but these were approved because the impact on the dune system was minimized in those locations, and also because the applicants had utilized all of the upland property possible on their lots. (Testimony of E. Coley, Moore, Clark, Petitioners' Exhibits 3-4, 6-7, 9-10) Although conflicting evidence was received as to whether or not the existing structures east of Petitioners lot constitute a "reasonably continuous and uniform construction line," it is found that although minor variations exist in the location of individual dwellings, they do meet the quoted statutory standard set forth in Section 161.053(4)(b), Florida Statutes. The existing structures have not been affected by erosion. (Testimony of E. Coley, Evans, Moore, Flack, Clark, Petitioner's Exhibit 1) Petitioners' structural design meets Respondent's technical requirements subject to standard conditions of the Department. (Testimony of Moore, Evans, Flack, Petitioners' Exhibit 2) The Departmental rules cited by Respondent as the authority for the proposed denial of Petitioners' application are Rules 16B-33.05(1), (2), (6), 33.06(2), and 33.07(2), Florida Administrative Code. (Petitioners' Exhibit 4.)
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
The Issue The issue is whether the Department of Environmental Protection should issue a permit to the Browns authorizing construction on their property, which is seaward of the coastal construction control line.
Findings Of Fact Property Descriptions (1) The Browns’ Property The Browns own Lots 5, 6, 7, 15, and 16 of a platted subdivision known as the First Addition of Anna Maria Beach Subdivision, Block 35 (the Subdivision). The Subdivision is on Anna Maria Island in the City of Anna Maria, which is in Manatee County. All of the Browns’ lots are seaward of the CCCL established by the Department for Manatee County. The parties stipulated that the construction authorized by the permit at issue in this proceeding is landward of the 30- year erosion line. Indeed, according to the analysis of the permit application prepared by the Department’s staff, the 30- year erosion line is approximately 111 feet seaward of the proposed construction. See Browns’ Exhibit 6, at 3. Lot 5 is the most landward lot owned by the Browns. Lot 6 is adjacent to and seaward of Lot 5, and Lot 7 is adjacent to and seaward of Lot 6. Lots 15 and 16 are seaward of Lot 7, and they are separated from Lot 7 by a 10-foot wide “vacated alley.” The Subdivision was platted in 1912. The plat of the Subdivision, Exhibit P6, shows the seaward edge of Lots 15 and 16 bordering on a road named Gulf Boulevard, which appears to be some distance inland from the Gulf of Mexico.2 Gulf Boulevard no longer exists, and all of Lots 7, 15, and 16 are now located on the sandy beach between Lot 6 and the Gulf of Mexico. The seaward edge of Lot 6 is approximately 176 feet landward of the mean high water line (MHWL) of the Gulf of Mexico. See Exhibit P5B. There are no structures or improvements located on Lots 7, 15, or 16. There are also no structures or improvements located on Lots 8, 9, and 10, which are to the north of Lots 7, 6, and 5, respectively. See Exhibit P4. Lot 10 was the subject of a CCCL permit application denied by the Department in 2000 based upon the Recommended Order issued in DOAH Case No. 99-3613, which is referred to by the parties as “the Negele case.” See Exhibit P30. There is an 850-square-foot single-family residence on Lots 5 and 6 that was constructed in the 1920’s and is used by the Browns as a vacation home. The property’s address is 104 Pine Avenue. All of the enclosed living area of the residence is on Lot 5. A wooden deck attached to the residence extends approximately 17 feet onto Lot 6, and at its most seaward point, the deck is 262.41 feet seaward of the CCCL. See Browns’ Exhibit 9. There are no structures on Lot 6 other than the wooden deck. More than half of Lot 5 has been previously disturbed. In addition to the Browns’ residence, there is a small wood “tool shed” located on that lot. The disturbed areas on Lot 5 between the residence and the shed and between the shed and Pine Avenue (see Exhibit P5C, areas marked with a yellow “1” and “2”) are used by the Browns for, among other things, parking and storage of boats. Those areas have very little vegetative cover. The northwest portion of Lot 5 is undisturbed and, as more fully discussed below, that area is densely vegetated with sea oats, sea grapes, and century plants. (2) Schrutt’s Property Schrutt owns Lot 4 of the Subdivision, which is adjacent to and immediately landward of the Browns’ Lot 5. The property’s address is 108 Pine Avenue. There is a two-story single-family residence on Lot 4 that Schrutt uses as a vacation home. Schrutt’s vacation home extends farther to the northwest than does the residence on the Browns’ lot. As a result, Schrutt currently has an unimpeded view of the Gulf of Mexico over the Browns' shed and across the undisturbed portion of the Browns’ lot from her second-floor deck. See Exhibits P2F and P5A. (3) The Youngs’ Property The Youngs own Lot 3 of the Subdivision, which is adjacent to and immediately landward of Schrutt’s lot and approximately 50 feet landward of the Browns’ Lot 5. The property’s address is 110 Pine Avenue. There is a three-story single-family residence on Lot 3 that the Youngs use as a vacation home. The Young’s vacation home is set farther back from Pine Avenue than are the residences on the Browns’ lot and Scrutt’s lot. As a result, the Youngs currently have an unimpeded view of the Gulf of Mexico across Schrutt’s lot and the undisturbed portion of the Browns’ lot (as well as across Lot 10) from their second- and third-floor decks. See Exhibits P2F and P5A. The Proposed Project and its Permitting History On March 30, 2004, the Browns submitted to the Department an application for a CCCL permit to allow them to construct an addition to their existing residence on Lots 5 and 6 (“the Project” or “the proposed construction”). The Project will include the renovation of the existing residence, additional residential space in an elevated structure on a pile foundation that will be connected to the existing residence, an elevated swimming pool and deck on a pile foundation, and a driveway made of pavers. There will be a concrete slab under a portion of the new elevated structure in the vicinity of the existing shed that will be enclosed and used as a two-car garage. See Browns’ Exhibit 14, sheet 9; Transcript, Volume 2, at 163-64. The finished floor elevation of the garage slab will be 7.0 feet above sea level/NGVD,3 which is slightly lower than the 8.4-foot finished floor elevation of the Browns’ existing residence. The elevated portions of the proposed construction will be 19.2 feet above sea level/NGVD, with a finished floor elevation between 20.2 and 20.7 feet. The “footprint” of the proposed construction is predominately on Lot 5, but it does extend 10 to 15 feet onto Lot 6. See Exhibit P5B, blue cross-hatched area. The seaward extent of the Project is in alignment with the existing residence and deck on the Browns’ property. After completion of the Project, the Browns’ vacation home will include approximately 2,500 square feet of enclosed space. The Browns’ permit application did not mention Schrutt, whose lot is adjacent to the lots on which the Project will be located, even though the application form requires the applicant to list “[t]he name and mailing address of the owners of the immediately adjacent properties . . . .” The reason for this omission is not entirely clear. The permit application included a letter from Kevin Donohue, Building Official, on the letterhead of the City of Anna Maria, which states that “[a] review of the proposed activity described in the seventeen-page plan package for an addition and alternation to an existing single family dwelling does not contravene the City of Anna Maria Code of Ordinances, Comprehensive Plan, and the Florida State Building Code.” The “seventeen-page plan package” referenced in Mr. Donohue’s letter is the same set of plans that the Browns submitted to the Department with their application. Those plans were received into evidence as the Browns’ Exhibit 14. The parties stipulated that the City of Anna Maria building and zoning codes require structures to be set back at least 10 feet from the property line. The site plan for the Project shows the new elevated portion of the Browns’ residence exactly 10 feet from Schrutt’s Lot 4, and exactly 10 feet from the “alley” that runs between Lot 5 and Lot 10 to the north.4 Mr. Brown testified that the City prohibits on-street parking on Pine Avenue, which explains (at least in part) why the Project includes driveway pavers and a concrete slab/enclosed garage under a portion of the new elevated structure for parking. There have been no material modifications to the Project since the date of Mr. Donohue’s letter and, as discussed below, no material modifications will be necessary for the Project to satisfy the special permit conditions imposed by the Department. Thus, it is appropriate for the Department to continue to rely on the letter as proof that the Project does not contravene the applicable local codes. The survey submitted with the Browns’ permit application was dated September 4, 2002, which is approximately 18 months before the date of the application. The survey identified a “vegetation line” along the seaward edge of Lot 6 behind an area designated as “rocks,” and its also included the notation “sea oat existing” in the area between the vegetation line/rocks and the Browns' existing home as well as in the area of the Project. Neither the survey, nor any other information provided to the Department with the permit application showed the extent of the vegetation and dune features in the area of the Project with the same level of detail as is shown on Exhibits P5A, P5B and P5C and the Browns’ Exhibits 30A and 30B. By letter dated April 21, 2004, the Department requested additional information about the project, including a “topographic survey drawing of the subject property . . . from field survey work performed not more than six months prior to the date of the application.” By letters dated May 3, 12, and 13, 2004, the Browns provided additional information about the Project pursuant to the Department’s request. They did not provide a more current survey than the September 2002 survey included with the application, although they did provide a signed and sealed copy of the 2002 survey. Notwithstanding the Browns failure to provide a more current survey, the Department apparently considered the Browns’ application to be complete because on July 29, 2004, the Department advised the Browns that their CCCL permit application for the Project was approved. The Browns’ failure to comply with the technical submittal requirements relating to the survey is not material as a result of the more current and more detailed survey information presented at the final hearing. The Department’s approval of the Browns’ permit application was subject to the general permit conditions in Florida Administrative Code Rule 62B-33.0155, as well as a number of special permit conditions, including: No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the Notice to Proceed, the permittee shall submit two copies of revised site plan depicting the swimming pool and deck extending a maximum distance of 265 feet seaward of the coastal construction control line. (Italics in original). * * * All vegetation located seaward of the coastal construction control line shall be preserved except for that disturbance which is necessary for dwelling construction. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt-tolerant species within any disturbed areas seaward of the authorized structures. Plantings shall consist of salt-tolerant species indigenous to the native plant communities existing on or near the site or with out native species approved by the Department . . . . As permitted, the various components of the Project are to be located as follows: the new elevated portion of the residence, a maximum of 259.4 feet seaward of the CCCL; the addition to the existing residence, a maximum of 249.4 feet seaward of the CCCL; and the elevated swimming pool and deck, a maximum of 265 feet seaward of the CCCL. On August 16, 2004, the Browns provided a revised site plan to the Department in purported compliance with special permit condition No. 2. The revised site plan was received into evidence as the Browns’ Exhibit 9. The revised site plan does not comply with special permit condition No. 2. It continues to show the pool and deck extending 268.41 feet seaward of the CCCL and it also shows a “pool security fence” extending 272.41 feet seaward of the CCCL. By letter dated August 25, 2004, the Department advised the Browns that the distances shown on the revised site plan were not consistent with the special permit conditions, and directed the Browns to “fulfill the conditions as per the approved [permit].” The location of the Project shown on the revised site plan (Browns’ Exhibit 9) is identical to the location of the Project on the original site plan (Browns’ Exhibit 14, sheet 3). The only difference between the two site plans is that the revised site plan includes two measurements not included on the original site plan showing the seaward corners of the new elevated deck 258.41 feet and 268.41 feet seaward of the CCCL. In order to comply with special permit condition No. 2, the plans will have to be revised to eliminate those portions of the Project that extend more than 265 feet seaward of the CCCL. The Project cannot be shifted farther landward because it already abuts the 10-foot setback line. The necessary revisions to the plans can be done without shifting the Project landward by eliminating a relatively small area of the deck and portions of the pool security fence. The Browns’ ability to satisfy the Department's special permit conditions by making minor modifications to the Project and not encroaching into the 10-foot setback distinguishes this case from the Negele case.5 Dunes, Generally A dune is a mound of sand lying upland of the beach that has been deposited by natural or artificial means and that is subject to fluctuations in configuration and location. It is not necessary for a mound of sand to be covered with vegetation to be considered a dune. However, vegetation promotes the growth of dunes and helps to stabilize dunes by trapping wind-blown sand. The expert testimony in this case (e.g., Transcript, Volume 1, at 147-48, and Volume 3, at 26-28) identified three different types of dunes -- significant, primary, and frontal -- and described each type consistent with the statutory and rule definitions quoted below. A “significant dune” is a dune that has “sufficient height and configuration or vegetation to offer protective value.” Fla. Admin. Code R. 62B-33.002(17)(a) (emphasis supplied). A “primary dune” is a significant dune that has “sufficient alongnshore continuity to offer protective value to upland property.” Fla. Admin. Code R. 62B-33.002(17)(b). A “frontal dune” is the “first [dune] which is located landward of the beach and which has sufficient vegetation, height, continuity, and configuration to offer protective value.” § 161.053(6)(a)1., Fla. Stat. (2004) (emphasis supplied).6 Thus, a primary dune need not have vegetation so long as it has sufficient height, configuration, and continuity to offer protective value, but a frontal dune must have vegetation in addition to height, configuration, and continuity that offers protective value. The Browns’ contention to the contrary (e.g., Browns’ PRO, at 18) is rejected based upon the unambiguous statutory and rule language. Dunes in Southwest Florida are generally lower in height than are dunes in other parts of the state. However, the dunes on Anna Maria Island, including the dunes on and in the vicinity of the Browns’ property, are substantial for Southwest Florida. The Beach-Dune System on and in the Vicinity of the Browns’ Property The beach on and in the vicinity of the Browns’ property has been relatively stable over at least the past several decades. In recent years, the stability of the beach is due in part to several beach nourishment projects undertaken by Manatee County pursuant to a shore protection plan authorized by the federal government in 1975 for Anna Maria Island. The most recent project, completed in 2002, included the beach on the Browns’ property and advanced the MHWL approximately 200 feet seaward. The shore protection plan is scheduled to continue through 2025, which will help to ensure the continued stability of the beach on and in the vicinity of the Browns’ property. It is undisputed that a primary dune runs across the Browns’ property. The parties disagree, however, as to whether that dune is also the frontal dune. The location of the primary dune on the Browns’ property is best shown on Exhibit P5B by the highlighted yellow lines. The seaward toe of the dune is in the vicinity of the six-foot contour line on Lot 6, and the landward toe of the dune is in the vicinity of the six-foot contour line on Lot 5. The dune is several hundred feet in length. It continues to the north of the Browns’ property onto Lot 10, and it continues to the south of the Browns’ property seaward of Pine Avenue. See Exhibit P5C and the Browns’ Exhibit 30B. The dune runs in a more northwesterly direction than does the shoreline. As a result, the portion of the dune that is seaward of Pine Avenue (to the south of the Browns’ property) is further seaward than the portion of the dune on the Browns property, which in turn, is further seaward of that portion of the dune on Lot 10. Id. The width of the dune varies. In the area of the proposed construction on the Browns’ property, the dune is 20 to 45 feet wide. The dune’s highest point on the Browns’ property is 7.8 feet. Its highest point on Lot 10 is 8.3 feet, and its highest point in the area seaward of Pine Avenue is 9.4 feet. The dune is vegetated with sea oats, sea grapes, and century plants, all of which are native salt-tolerant species. The vegetation on that portion of the dune on the Lots 5 and 6 is dense and mature. It is undisputed that the dune, in its current state, offers some protective value to upland properties, including the Petitioners’ properties. The evidence does not quantify the extent of the protection currently provided by the dune or the degree to which that protection will be diminished after the Project is constructed on the dune. Neither Petitioners’ expert coastal geologist nor the Browns’ expert coastal engineer did any modeling regarding the level of storm (e.g., 5-year, 10-year, etc.) that the dune provides protection against. The experts agreed, however, that the dune would likely not provide any significant protection against a 25-year or 50-year storm, which would have storm surges that exceed the height of the dune. There are dune features on the Browns’ property seaward of the primary dune described above. Those features, which were characterized as "incipient dunes" by Petitioners' expert coastal geologist, are delineated with red shading on the Browns’ Exhibit 30B and can be seen in several of the photographs received into evidence (e.g., Exhibits P2C and P2L, and Browns’ Exhibit 17L). Those dune features do not qualify as frontal dunes because they are sparsely vegetated (if at all), small in height (generally six inches or less), lack continuity, and offer no real protective value. Because the primary dune described above is the most seaward dune on the Browns’ property that has sufficient vegetation, height, continuity, and configuration to provide protective value, it is the frontal dune.7 Assessment of the Project’s Impacts An applicant for a CCCL must demonstrate that the impacts of the project have been minimized and that the project will not destabilize a primary or frontal dune or cause a “significant adverse impact,” as that phrase is defined in Florida Administrative Code Rule 62B-33.002(31)(b). The proposed construction at issue in this proceeding will be located on the frontal dune and will result in the removal of all of the existing vegetation on that dune within the “footprint” of the new structure. The evidence was not persuasive that the removal of that vegetation, although extensive, will destabilize the dune or result in a “significant adverse impact” to the beach-dune system due to increased erosion by wind or water. Indeed, there will still be dense vegetation seaward of and to the north and south of the new structure, and any vegetation outside of the “footprint” of the Project that is impacted by construction must be mitigated in accordance with the special permit conditions quoted above. The Project, as permitted, will not interfere with the beach-dune system’s recovery from coastal storms or cause the dune to become unstable or suffer a catastrophic failure such that its protective value to upland properties is significantly lowered. Indeed, there was no credible evidence that the Browns’ existing on-grade residence, which has existed since the 1920's on the same dune that the proposed structure will be located, has adversely impacted the recovery of the beach-dune system or the dune’s protective value. It is not necessary to evaluate the cumulative impacts of the Project because there was no evidence of any similar projects in the vicinity of the Browns’ property that have been permitted or for which a permit application is pending. Indeed, the only credible evidence related to this issue involved the Department’s denial of a permit for construction on the adjacent Lot 10, which generates no cumulative impact concerns and does not establish “precedent” in this case because the Department evaluates each CCCL permit application on its own merits. The Project, as permitted, will not result in a net removal of in situ sandy soils from the beach-dune system. The 33 cubic yards of soil that will be excavated for the Project will be spread on the Browns’ seaward lots and, therefore, will remain in the impacted beach-dune system. The Project will be elevated above the projected 100- year storm surge height and will meet applicable building code requirements. As a result, structure-induced scour will be minimized and will not cause any significant adverse impacts to the beach-dune system or the upland properties. The Project will be constructed in accordance with the Florida Building Code, which will minimize the potential for wind and waterborne missiles. The depth of the swimming pool is limited to 4.5 feet and its bottom elevation will be 3.8 feet above sea level/NGVD, which will minimize the amount of excavation necessary for the pool. The permit requires the excavated material to be placed “[i]n and around the proposed swimming pool area,” so there will be no net loss of material from the immediate area of the pool. Even though the proposed construction will be located on the frontal dune (rather than a sufficient distance landward of it), the Project will not have a significant adverse impact on the stability of the beach-dune system or preclude natural shoreline fluctuations. Indeed, the fact that the Browns’ existing residence has apparently not adversely impacted the stability of the beach-dune system or natural shoreline fluctuations over the past 80 years undermines Petitioners’ contentions regarding the potential adverse impacts of the proposed structures. The line of continuous construction identified by the Department during its review of the Browns’ permit application was 244 feet seaward of the CCCL, which is consistent with the findings in the Negele case. See Exhibit P30, at 14. The line of continuous construction is not a line of prohibition, but rather it is only a factor that must be considered in conjunction with all of the other permitting criteria in the statutes and the Department’s rules. There is evidence indicating that the line of continuous construction is more than 244 feet seaward of the CCCL. For example, the aerial photograph received into evidence as the Browns’ Exhibit 18A shows that the existing structures on the adjacent properties (particularly those to the south of Pine Avenue and those to the north of Elm Avenue8) are farther seaward than the Browns’ residence, which itself is more than 244 seaward of the CCCL. Consistent with the aerial photograph, the Browns’ Exhibit 30A depicts what is referred to as the “existing line of construction established by major structures in the area” seaward of the Browns’ deck, which as note above, is approximately 262 feet seaward of the CCCL. The Project, as permitted, extends to a maximum of 265 feet seaward of the CCCL and, as reflected on Exhibit P5B, a majority of the proposed construction is seaward of the 244-foot line. However, the Project (as proposed and as permitted) is landward of the line depicted on the Browns’ Exhibit 30A. The location of the proposed construction is not contrary to the Department’s rules even if the 244-foot line identified by the Department is correct because the Project is in alignment with the Browns’ existing residence and because there was no credible evidence that the existing residence has been unduly affected by erosion. The native salt-tolerant vegetation (e.g., sea oats, sea grapes, and century plants) impacted by the Project are dense and mature, and the degree of disturbance is significant. However, as noted above, there will still be dense vegetation seaward of and to the north and south of the proposed construction that will not be impacted and that will continue to provide protective value for the dune system and upland properties. Florida Administrative Code Rule 62B-33.005(11) requires disturbances to the existing native salt-tolerant plant communities to be “limited.” That rule also requires construction to be located “where possible” in previously disturbed areas. Locating the Project in the previously disturbed areas of Lot 5 rather than on the frontal dune would not increase adverse impact to the beach-dune system and, indeed, may reduce the impact by limiting disturbances to the existing native salt- tolerant plant communities. However, the Project could not be relocated into the disturbed areas because those areas are considerably smaller than the “footprint” of the proposed construction, particularly when the set-backs required by the local code and the on-street parking restrictions are taken into account. In sum, the preponderance of the evidence establishes that despite the its location on a portion of the densely vegetated frontal dune, the Project satisfies the permitting criteria in the Department’s rules and will not result in “significant adverse impacts” to the beach-dune system or upland properties. In making the foregoing findings, the undersigned did not overlook the contrary opinions of Petitioners’ expert coastal geologist. However, the undersigned found his testimony regarding the impact of the Project on the beach-dune system to be less persuasive the testimony of the Browns’ expert coastal engineer on that issue. Other Considerations The Project will not interfere with the public's lateral beach access, nor will it interfere with public access to the beach from Pine Avenue. The parties stipulated that the Project does not raise any concerns relating to sea turtles. The Project will effectively block Schrutt’s view of the Gulf of Mexico from her vacation home, and it will impair the Youngs’ view of the Gulf of Mexico from their vacation home.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department issue a final order approving the Browns’ permit application subject to the general and special permit conditions referenced in the Department’s July 29, 2004, letter and permit. DONE AND ENTERED this 15th day of August, 2005, in Tallahassee, Leon County, Florida. S T. KENT WETHERELL, II Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 15th day of August, 2005.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: By application dated March 9, 1981, and received by the DNR's Bureau of Beaches and Shores on March 13, 1981, respondent sought a permit to construct five single-family dwellings on five 64-foot-wide parcels of land located seaward of the established coastal construction control line (CCCL) on Grayton Beach. Attached to the application were site plans, an affidavit of ownership and a warranty deed showing respondent Roberts to be the owner of the subject property. (DNR Exhibit 1) Question number 5 on the permit application required the "specific reasons the applicant feels that the permit should be approved and why construction seaward of the control line . . . is considered necessary for reasonable use of the property." The answer provided by the applicant to this question was "the landward property line is located 150 feet seaward of the control line. Therefore, no upland property is available on the site for development." (DNR Exhibit 1) By form letter dated March 16, 1981, DNR notified respondent Roberts that his application for a permit was incomplete and that two further items of information were necessary before his application could be considered. One item was written evidence that the proposed project would not contravene local setback requirements or zoning or building codes. The other item was detailed site, grading, drainage and structural plans and specifications for the proposed structure. These plans were to be certified by a registered Florida engineer or architect. (DNR Exhibit 2) On or about March 31, 1981, the DNR received the certified architectural plans from the project architect, who is registered in the State of Florida. These plans, as well as the site plans submitted by the engineer, contained the signature and seal of the architect and the engineer. They each intended their signature and seal to constitute a certification that, in their opinion, the drawings or plans were in compliance with all statutes, rules, local ordinances and/or other regulations which govern the project. A certification of documents by the placement of signature and seal of an engineer or architect is the commonly accepted practice and usage in those professions. It is not the policy of DNR to require an itemized certification reciting every requirement of the DNR rules. By form letter dated April 6, 1981, the DNR notified the applicant that written evidence of compliance with local government regulations was still lacking. (DNR Exhibit 4) On April 13, 1981, DNR received a letter dated April 9, 1981 from the Walton County Attorney advising that "The Board of County Commissioners of Walton County has no local setback requirements or zoning or building requirements which would prohibit the proposed activity as submitted to the Bureau." (DNR Exhibit 5) This letter satisfied the requirement of Rule 16B-33.08(1)(c), Florida Administrative Code, that the proposed project would not contravene local setback requirements or zoning or building codes. Full scale copies of topographic and site plans were received by the Bureau of Beaches and Shores on April 15, 1981. The application for a permit was deemed complete as of April 15, 1981, (DNR Exhibit 7), and respondent Roberts' agent was notified by letter dated June 23, 1981 that the DNR Executive Director had recommended to the Governor and Cabinet (the agency head of the DNR) approval of the application. (DNR Exhibit 10) The completed application reflects that the five single-family dwellings are to be supported by treated timber pilings with an underside minimum elevation of +14 feet (NGVD). The Federal Base Flooding Elevation for Grayton Beach is +9 feet (NGVD). The architect has certified that the proposed dwelling units are designed to withstand 140 mile per hour winds. The seaward- most dwelling of the five is a maximum of 263 feet seaward of the coastal construction control line, and the applicant's entire parcel of land is located over 150 feet seaward of the control line. The project is located approximately 230 feet from the mean high water line. The project also includes the construction of a private road, septic tanks and drainfields. The dune system in front of the proposed structure will offer substantial protection to the structure against storm and wave action. The excavation proposed includes that necessary for the placement of the pilings, the septic tanks and the drainfields, and the construction of the proposed driveway. The proposed drainfields will extend partially above existing grade and fill material i11 be placed over them. The driveway consists of a 16-foot asphalt paved road located landward of the proposed dwellings. The dunes will be reduced in height where the driveway is to be constructed. It is not clear from the testimony or the documentary evidence adduced at the hearing where the parking of vehicles belonging to residents or guests of the five units is to occur. While there was testimony from Mr. Truitt to the effect that no net loss of sand will occur and that the project will involve more of a balancing of grade as opposed to excavation, the engineering plans submitted with the application illustrate at least nine rather large areas of cut and fill associated with the driveway, septic tanks and drainfields. The project engineer had considered no studies on the topography or littoral trends of this specific site, had no knowledge of engineering data regarding adjacent properties and had not reviewed any data regarding major storms on the subject project site. The engineering plans submitted as a part of the application contain a diagram illustrating five separate 750 gallon septic tank systems, one for each dwelling unit, with the "drainfield [for each unit] to be constructed in accordance with Chapter 10D-6, F.A.C." (DNR Exhibit 1) The larger scale engineer's drawing submitted to DNR on April 15, 1981, gives more specific information regarding the location and depth of the below grade drainfields on the seaward side of the structures. A DNR interoffice memorandum dated June 1, 1981, reflects that the applicant's agent agreed in a telephone conversation that, "if possible, he would move the septic tank (750 gal) and related drainfields to the landward side of the buildings." (Joint Exhibit 1) The Cabinet agenda item dated later in time, however, notes that the "septic tanks (750 gallon) and drainfields will extend an additional 50 feet seaward of each dwelling." (DNR Exhibit 8) The exact proposed location of the septic tanks and drainfields was not clarified at the final hearing, nor was sufficient evidence adduced concerning the justification for the proposed discharge system. Evidence concerning the availability of any existing alternatives to the system proposed by the applicant was not adduced, nor was evidence presented concerning storm water discharge. As of the time of the hearing in this matter, the applicant had no plans for heating or cooling the five dwelling units. When asked at the hearing what "justification" the Bureau of Beaches and Shores received for the proposed waste water discharge system, Mr. Clifford Truitt, the Bureau's chief engineer and the person responsible for review of this application, replied in two ways. First, he stated that the fact that the property was located entirely seaward of the CCCL was justification for the discharge system. However, he admitted that a "dry sanitary system" would be a better alternative. Later, Mr. Truitt stated that "justification" for the domestic waste system is only required when there is a beach level discharge. Mr. Truitt was accepted as an expert witness in the area of coastal engineering. His opinions regarding the proposed project were based upon his review of aerial photography of the Grayton Beach area and comparison of topographic profiles of the area, his review of the engineering and topographic information submitted with the application itself and his familiarity with the project location. No evidence was adduced that engineering data concerning storm tides related to shoreline topography was considered by Mr. Truitt or anyone else. No specific studies exist regarding the stability, littoral trends or the erosional history of the proposed site and surrounding area. The project site has been the subject of other permit applications considered by the DNR, and Mr. Truitt was of the opinion that a mitigating feature of the present application was that "the present proposal has the lowest density and least extension seaward of the control line of any proposal to date." (DNR Exhibit 8) It was Mr. Truitt's opinion that the dwelling unit structures were adequately elevated and designed to adequately resist the natural forces associated with a 100-year return interval storm event and would not increase the threat of damage or danger to nearby structures. Factual evidence concerning the 100-year storm event was not presented at the hearing. Mr. Truitt further opined, without the aid of engineering data or the studies mentioned above, that the proposed construction would not affect the natural shoreline fluctuations or the stability of the dunes in the area. Such an opinion contains no factual basis in the record of this proceeding, and thus is not sufficient evidence upon which to make a similar finding of fact. On various sporadic occasions, a waterway or pass connecting Western Lake to the Gulf of Mexico runs in a westerly direction in the vicinity of the applicant's property. At times, this watercourse has been wide and deep enough to allow swimming, diving and the passage of small boats. The witnesses who testified about this watercourse were not qualified as surveyors or experts in estimating or calculating the exact location of that watercourse relative to the proposed site, and there was no testimony that such an event had occurred within the past twenty years. At least two witnesses testified that the last time they could recall the watercourse or pass traversing or abutting the applicant's property was in the late 1950s. The proposed project site has been covered with storm waters on at least two occasions in the past seven years. No evidence was adduced at the hearing concerning the substantial interests in this permit application of named petitioners Colonel G. A. P. Haynes, Mr. and Mrs. Roy Cawthon, Mrs. Kate Florence, Mrs. Burton Murray, Colonel and Mrs. Lee Fry, Mrs. Laney Ellis and Mrs. Randall Jones. Mrs. G. A. P. Haynes, one of the petitioners in this proceeding, owns and resides on property immediately adjacent to the project site, and presently entertains an unbroken view of the beachfront. She is concerned with potential sewage problems and damage to her residence from flying debris caused by wind or storm should the proposed construction be approved. Mrs. Haynes was also concerned about the potential adverse effect of the proposed construction on the value of her adjacent property. Petitioner Burton Murray lives to the north of the project site, at least several hundred feet away. His prime concern was that no structure could survive at that location and that the project would therefore be a waste of money. Petitioner Elizabeth Hayes Jones (named as Ms. Lisbeth Haas in the petition) lives across the street and to the east of the project site. Her residence was completely destroyed by hurricane and has since been rebuilt at the same site. She feels that the applicant's project site is not safe for construction, and fears storm damage to her home from the buildings if constructed.
Recommendation Based upon the findings of fact and conclusions of law recited herein it is RECOMMENDED that the application for a coastal construction control line permit to construct five single-family dwellings on Grayton Beach be DENIED. Respectfully submitted and entered this 25th day of May, 1982. DIANE D. TREMOR, 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 25th day of May, 1982. COPIES FURNISHED: Jerry W. Gerde, Esquire Davenport, Johnston, Harris, Gerde & Harrison, P. A. 406 Magnolia Avenue Panama City, Florida 32401 W. Paul Thompson, Esquire Thompson and Adkinson P. O. Drawer 608 DeFuniak Springs, Florida 32433 Deborah A. Getzoff, Esquire Department of Natural Resources 3900 Commonwealth Boulevard Douglas Building, Suite 1003 Tallahassee, Florida 32303 Dr. Elton J. Gissendanner Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32303
