The Issue The issue for determination is whether Petitioners are eligible for a permit, pursuant to Section 161.053, Florida Statutes, for construction seaward of the Coastal Construction Control Line in Broward County, Florida.
Findings Of Fact On November 30, 1993, Vander Ploeg and Associates, Inc., on behalf of Paul Leto, Richard Meyer, and Berta Anderes (Petitioners) submitted an application to the Florida Department of Environmental Protection (Respondent) for a permit to perform construction on their property seaward of the Broward County Coastal Construction Control Line. Respondent deemed their application complete on April 18, 1994. Petitioners proposed construction will be seaward of the Coastal Construction Control Line. The proposed construction will occur on two adjacent lots in Broward County. Petitioner Leto is the owner of one of the lots described as Lot 19, Block 196, Hollywood Central Beach, Plat Book 4, Page 20, Public Records of Broward County. Petitioners Meyer and Anderes are the owners of the other lot described as Lot 20, Block 196, Hollywood Central Beach, Plat Book 4, Page 20, Public Records of Broward County. Petitioner Leto purchased his lot in September 1992 and Petitioners Meyer and Anderes purchased their lot in March 1993. The lots were platted in or around the 1920's. Both lots are seaward of the seasonal high water line, on a sandy beach with no frontal dune structure. They are bordered by the Atlantic Ocean on the eastern most side and by a roadway (Surf Road) which is immediately adjacent to the lots on the western most side and landward of the lots. Approximately 200 feet north of the lots is an existing structure and approximately 800 feet south of this first existing structure is another existing structure. Petitioners topographical survey, which was submitted to Respondent in December 1993, showed that Lots 19 and 20, each measured 40 feet in a shore parallel direction and 80 feet in a shore normal direction, i.e., perpendicular to the shoreline. The proposed structure will be located directly on the sandy beach. The City of Hollywood, Florida has granted Petitioners a variance. Further, the proposed construction complies with the rules, zoning regulations, and ordinances of the City of Hollywood. Petitioners' application requests a permit for the construction of a single-family residence on the lots, which will house two families. However, the proposed construction is for a duplex, not a single-family residence. Petitioners are willing, and agreeable, to changing the design of the proposed structure to comply with Respondent's specifications for a single- family residence. Additionally, the proposed construction includes a riprap which will also be located on the sandy beach. A riprap is typically used for protective armoring. No structure presently exists for the riprap to protect. Furthermore, the riprap proposed by Petitioners is not adequately designed as a coastal protection structure, and if the proposed single-family residence is modified in accordance with Respondent's specifications, the proposed modified single-family residence would not be eligible for coastal armoring. The riprap structure is not an integral part of the structural design. Petitioners are willing, and agreeable, to eliminating the riprap structure. No other issues exist as to the structural integrity of the design of the proposed project. The lots on which the proposed structure will be located are a part of the beach-dune system. The natural function of the beach provides protection to upland property. The lots on which the proposed structure will be located are subject to normal storm-induced erosion. Tide and wave forces will impact the proposed structure during storms of minor intensity, including five-year storms. The proposed structure will induce greater erosion on the lots as a result of scour due to the interaction of the storm waves and currents with the proposed structure. During the storm, the normal storm-induced erosion combined with the scour erosion will form a breach or depression in the subject property. In turn, the upland property will be exposed to greater tide and wave forces, increasing the risk of erosion and damage to the upland property. The subject lots and surrounding properties have been subjected to unnatural forces which have added to the erosion. The Port Everglades inlet has inhibited the natural downdrift of sand. The City of Hollywood's beach maintenance division has been regularly pushing sand seaward and in the process, breaking down natural forming cliffs. Even though these unnatural forces are capable of being eliminated, the normal storm-induced erosion and the scour erosion would still exists. The existing developed structures to the north and south of the subject lots appear to create a reasonably uniform line of construction. However, the developed structures have been unduly affected by erosion. The proposed structure will be located within this line of construction. During a major storm along the shoreline, waves remove sand from the beach and dune area and deposit the sand in an offshore bar. After the major storm, a recovery of the beach and dunes takes place. Normal wave activity carries the sand from the offshore bar back to the beach, and the sand is then carried landward by winds and is caught and trapped by dune vegetation; thereby reforming a dune. Constructing the structure as proposed will not locate the structure a sufficient distance landward of the beach-dune system. As a result, the proposed structure will interrupt natural fluctuation in the shoreline and not preserve the natural recovery following the storm-induced erosion. The cumulative impact on the beach-dune system by the proposed structure would be severe, i.e., the effects on the beach-dune system by repeating this same proposed structure along the subject shoreline would be severe. There would be structure-induced scour and general degradation of the beach-dune system. Additionally, the recovery potential of the subject area following a major storm event would be threatened. Over the years, the beach of the subject property has been subjected to a re-nourishment project consisting of pumping sand from offshore. This method of re-nourishment may have negatively impacted the sand bar system immediately offshore affecting the hindrance of erosion. A sand bar system immediately offshore softens wave action on the shore and aids in inhibiting erosion. The proposed structure will hinder lateral public beach access. Currently, lateral beach access exists along the beach between the existing northern developed property and the existing southern developed property. The proposed structure will be located on the sandy beach, and the seaward face of the proposed structure will be within approximately one foot of the wet sand beach. At times, the proposed structure will be surrounded by water on at least three sides. No alternative beach access would be available. The proposed riprap will also be located on the sandy beach and will further hinder lateral public beach access. 2/ Loggerhead turtles, which are nesting marine turtles, engage in nesting activities along the stretch of beach where the subject property is located. They are a threatened species, i. e., close to extension. Although they do not nest every year, the turtles usually provide several nests in a single year. Typically, one hundred eggs comprise a turtle nest. In 1992, approximately 2,221 loggerhead turtle nests were in Broward County, with 22 of these nests located within 1,000 feet of the subject property. Turtle nesting efforts have been observed in the beach area of the subject property. One nest was found within the subject property. Structures located on the sandy beach interfere with marine turtle nesting habits. If female turtles make contact with the structures, they often abort nesting attempts, which results in false crawls. Repetitive false crawls harms successful nesting, which may cause malformed egg chambers, impacting the successful incubation of the nest. Also, interaction with a structure can cause injury or death to a female turtle attempting to nest. Additionally, urbanization activity and lighting on the beach deter nesting. A loss of marine turtle nesting habitat will result if the proposed structure is constructed. Also, armoring, such as the proposed riprap, can result in nests being placed more seaward. 3/ Consequently, the nests would be threatened with tidal inundation, which would affect the mortality of the nest itself. As one nest has been located within the subject property, at least one nest or crawl per year would be affected by the proposed structure. Within 30 years, the proposed structure will be seaward of the seasonal high water line. The location of the proposed structure is seaward of the 30-year erosion projection for the subject property. Beach Defense Fund, Inc. (Intervenor) presented no evidence to show that its interest is different than the public at large and that it has substantial interest separate and apart from the public.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order denying the application of Paul Leto, Richard Meyer, and Berta Anderes for a permit, pursuant to Section 161.053, Florida Statutes, for construction seaward of the Coastal Construction Control Line in Broward County, Florida. DONE AND ENTERED this 31st day of May, 1996, in Tallahassee, Leon County, Florida. ERROL H. POWELL, Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 31st day of May, 1996.
The Issue The issue in this case is whether a beach house petitioners plan to build in south Walton County was already under construction, within the meaning of Section 161.053(7), Florida Statutes (1981) and Rule 16B-33.04(1), Florida Administrative Code, at the time the current coastal construction control line took effect there.
Findings Of Fact In October of 1982, the petitioners acquired a lot in south Walton County, on the north shore of the Gulf of Mexico. Even before the purchase, Mr. Wiese had been in touch with respondent's personnel, who apprised him of the imminence of the adoption of the new (now current) coastal construction control line, at that time already proposed for Walton County. The former coastal construction control line was considerably seaward of the current line, which became effective on December 29, 1982. Petitioners, who have built some seven houses, drew plans for a house to be built on their Walton County lot one foot landward of the old coastal construction control line. They applied for and obtained the necessary county building permit. They contracted for grading on site, which took place on November 27, 1982. In the course of this work, the landward face of the sand dune was disturbed and petitioners realized that, if they were to build so close to the water, a wall or something like a wall would have to be erected and buttressed to keep the sand dune from migrating under or into their beach house. They determined that the plans were inadequate as drawn. Mr. Wiese nevertheless arranged for one Al Christopher to bring two poles to the site and place one of them upright in the sand. When asked at hearing how long the two poles Mr. Christopher delivered to the site were, Mr. Wiese said he did not know. After Mr. Christopher began, petitioners did not ask him to desist either with bringing pilings to the site or with placing them in the ground. Mr. Christopher evidently did what he was asked to do, before he ever began working with the poles. Before the single pile was placed, batter boards were used to locate the perimeters planned for the building. Batter boards are temporary markers which are removed once the foundation is in place. In constructing piling foundations for beach houses along the gulf coast, in this part of Florida if not elsewhere, the ordinary sequence is to bring all foundation piles to the site before bringing the equipment necessary to install all the piles at once. This makes for efficient use of expensive machinery, and is virtually always done. One of the Wieses' neighbors, fearing that the new coastal construction control line would take effect last fall arranged for a single pile to be driven, but his project was well underway by the time the new coastal construction control line did in fact take effect. As late as March of this year, Mr. Wiese checked with a Texas supplier to see if foundation piles would be available for the project. The plans drawn before the grading of November 27, 1982, called for a foundation of 37 piles, each of which was to be 45 feet long. No horizontal members nor bracing of any kind was contemplated for the foundation. The foundation piles were to be put so close together that it would have been impractical to bring heavy equipment in to do the grading after they were in place. The idea in leveling the ground was to prepare it so a concrete slab could be poured to serve as a parking surface underneath the beach house. Under both the plans originally drawn and the plans under which petitioners now hope to proceed the parking surface itself is not expected to have a structural function, Mr. Wiese's testimony to the contrary notwithstanding. Once petitioners were persuaded that the project needed "reengineering," they diligently sought out expert assistance and new foundation plans were eventually drawn to their satisfaction. Petitioners' efforts took place on a regular, if not a daily basis, but consisted in large part of finding the right people for the "reengineering" job. The plans which petitioners propose to use were stamped with the final engineer's seal on March 3, 1983, more than two months after the current coastal construction control line took effect.
Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That respondent deny petitioners' beach house project grandfathered status, and apply the coastal construction control line adopted for Walton County on December 29, 1982, in any agency action regarding the project. DONE and ENTERED this 22nd day of August, 1983, Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings The Oakland Building 2009 ApA1Achee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 22nd day of August 1983. COPIES FURNISHED: Joseph C. Jacobs, Esquire John C. Pelham, Esquire and Melissa Fletcher Allaman, Esquire ERVIN, VARN, ODOM & KITCHEN Post Office Box 1770 Tallahassee, Florida 32322-1170 Deborah A. Getzoff, Esquire Suite 1003 Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32303 Elton Gissendanner, Director Executive Suite 3900 Commonwealth Building Tallahassee, Florida 32303
The Issue The issue in this case is whether the Department of Environmental Protection (DEP) should grant the application of the City of Destin (City) and Walton County (County) for a Consolidated Joint Coastal Permit (JCP) and Sovereign Submerged Lands Authorization (Application) to restore a 6.9 stretch of beach in the City and County.
Findings Of Fact The Gulf of Mexico beaches of the County and City were critically eroded by Hurricane Opal in 1995. The erosion problem was identified by DEP, which placed the beaches on its list of critically-eroded beaches, and by the County and City, which initiated a lengthy process of beach restoration through renourishment (also called maintenance nourishment.)1 The process, which included an extensive studies2 and construction design, as well as pre-application conferences with DEP staff, culminated in the filing of the Application on July 30, 2003. The Application proposed to dredge sand from an ebb shoal (i.e., a near-shore) borrow area south of (i.e., offshore from) East Pass in eastern Okaloosa County, using either a cutter head dredge (which disturbs the sand on the bottom of the borrow area and vacuums it into a pipeline which delivers it to the project area) or a hopper dredge (which fills itself and is moved to the project site). On the project site, heavy equipment moves the dredged sand as specified in the design plans. The project is executed in this manner and progresses along the beach, usually at a pace of about 300-500 feet a day. Each day work is in progress, public access to the beach is restricted for a length of about 500-1000 feet in the immediate vicinity of the area of beach being worked. Water Quality Increased turbidity is the primary water quality concern in a project of this nature. Increased turbidity can adversely impact submerged seagrasses and hard-bottom habitat, along with the benthic communities depending on them. When sand in the borrow area is disturbed by dredging, sand and silt become suspended and increase turbidity to some extent and for some duration, depending primarily on the nature of the bottom material and the dredging method. (The cutter head dredge vacuums most if not all of the disturbed sand and silt into the pipeline while, by comparison, the hopper dredge would result in higher turbidity in the water in the borrow area.) Sand delivered to the project site via pipeline must remain suspended in water for transport. When the sand is deposited on the beach, the excess water, with suspended particulate matter, will drain off and return to the Gulf of Mexico. Even if hopper dredges are used, and if material is deposited on the project site other than via pipeline, some of the material will be deposited in the littoral zone, and some material deposited landward of the waterline will be inundated by the tides and wave action and potentially re-suspended in water in the littoral zone. If the water is turbid upon discharge in the littoral zone, the near-shore can become more turbid. Sand Quality The primary determinant of the amount and duration of turbidity generated in the borrow area and in the littoral zone of the project site is the quality of the bottom material in the chosen borrow area. The coarser the material, the less turbidity. The best quality bottom material usually is found in the kind of borrow area proposed for use in the Application. Sand in the borrow area came from some of Florida's finest beaches. It has been cleaned of fine material (silt) not only by wave action but also as the sand moved along shore in the littoral zone and by the currents in the East Pass inlet. Numerous tests of the bottom material in the proposed ebb shoal borrow for the project indicate that it generally has less than one percent silt. Expert witnesses for the City, County, and DEP testified that, with such low silt content, turbidity increases of no more than 5-10 Nephalometric Turbidity Units (NTUs) above background levels are expected at the edge of the mixing zone--150 meters down- current from the borrow area, and down-current and offshore from the discharge points on the beach. Moreover, they testified that turbidity levels are expected to return to background levels quickly (i.e., within an hour or so.) SOB and STBR questioned whether the experts could be certain of their testimony based on the test results. But SOB and STBR called no expert to contradict the testimony, and it is found that the expert testimony was persuasive. Standard Mixing Zone Initially, the City and County applied for a variance from the turbidity standards to allow them to exceed 29 NTUs more than 150 but less than 1660 meters down-current from the borrow area, and down-current and offshore from the discharge points, based on Attachment H, the Water Quality Impact analysis in the Application. The analysis was based on an assumption of five percent silt content in the bottom material in the borrow area. SOB and STBR attempted to use the five percent assumption to impeach the expert testimony on water quality. But when the quality of the bottom material was ascertained to be less than one percent, the variance request was withdrawn at DEP's request as being unnecessary and therefore inappropriate. SOB and STBR also argued in their PRO that, if a 1660-meter mixing zone was needed for five percent fines, then a 332-meter mixing zone would be needed for one percent fines. This argument was based entirely on counsel's arithmetic extrapolation. There was no evidence in the record from which to ascertain the validity of the extrapolation. In addition, the evidence was that the bottom material in the borrow area in this case will be less than one percent fines. Shore-Parallel Sand Dike Specific Condition 6 of the Draft Permit requires the permittee to "construct and maintain a shore-parallel sand dike at the beach placement area at all times during hydraulic discharge on the beach to meet turbidity standards prescribed by this permit." The shore-parallel sand dike is essentially a wall of sand built parallel to the shoreline to keep the sand slurry (the mixture of sand and water) being pumped onto the beach from washing back in the water, thereby giving the materials more time to settle out of the water before the water returns to the Gulf of Mexico. Even if this condition were not in the Draft Permit, the City and County would be required to build the dike since it is part of their design for construction of the Project. Turbidity Monitoring The Application included a proposal to monitor turbidity, and the Draft Permit includes the proposed monitoring as a Specific Condition 38. Every six hours during dredging and pumping operations, the City and County are required to sample 150 meters down-current of the borrow area, and down-current and offshore of the discharge point, and report the results to DEP within a week. In addition, Specific Condition 38 requires work to stop if turbidity standards are exceeded, which must be reported immediately. Work may not proceed "until corrective measures have been taken and turbidity has returned to acceptable levels." If more than one exceedence of the turbidity standard is reported, DEP will require the City and County to redesign the project to address and cure the problem. These conditions are part of the reasonable assurance that water quality standards will not be violated. Sediment Quality Control/Quality Assurance Plan Pursuant to Special Condition 4.b. of the Draft Permit, the City and County are required to do a Sediment Quality Control/Quality Assurance Plan, which requires them to measure the quality of the sand as it comes out of the pipeline before it can cause a turbidity problem. If the dredge hits pockets of bad material, which is not expected in this case, work could be stopped before it creates a turbidity problem. Absence of Natural Resources in Project Area DEP performed side-scan sonar tests in the vicinity of both the borrow site and near-shore in the Project area and determined that there were no hard bottoms or seagrasses in either area. Therefore, there are no natural resources within the project area that would be covered or placed in jeopardy by a turbidity plume. Reasonable Assurance Given For all of these reasons, the City and County have provided reasonable assurance that water quality standards will not be violated. Required Riparian Interest Generally, and in the beach nourishment project area, the BOT owns seaward of the mean high water line (MHWL). The City and County own some but not all of the beachfront landward of the MHWL.3 In anticipation of the beach nourishment project, the City and County had the MHWL surveyed as of September 7, 2003.4 The surveys state that the MHWL as of that date shall also be known as the ECL. The surveys also depict the landward and seaward limits of construction and the predicted post-construction MHWL. The surveys indicate that construction is planned to take place both landward and seaward of the ECL. The predicted post-construction MHWL is seaward of the ECL. By resolution, the BOT approved the surveys and established the ECLs for the Project. The City survey was approved, and ECL established, on December 30, 2004; the County survey was approved, and ECL established, on January 25, 2005. The BOT's decisions are being challenged in court. If the decisions are upheld, the BOT intends to file its resolutions and record the surveys. There was no evidence that the City and County have an easement or the consent of all of the other beachfront owners to undertake the proposed beach nourishment project. Some of the other beachfront owners do not consent, including members of SOB and STBR. Standing SOB was incorporated not-for-profit in Florida on January 28, 2004. STBR was incorporated not-for-profit in Florida on February 16, 2004. Both were incorporated to protect and defend the natural resources of the beaches, protect private property rights, and seek redress of past, present, and future unauthorized and/or inappropriate beach restoration activities. No evidence was presented by any party as to whether SOB and STBR have filed their annual reports with the Department of State, and no party filed a Department of State certificate of status as to either SOB or STBR. STBR has six members, all owners of beachfront property in the area of the proposed beach nourishment project.5 SOB has approximately 150 members. These members own approximately 112 properties in the City, approximately 62 of which are beachfront and the rest condominium units of beachfront condominium developments. However, it is not clear from the evidence how many of these beachfront properties are in the area of the proposed beach nourishment project (beyond the four owned by Linda Cherry, who testified). The testimony of Slade Lindsey was sufficient, together with member affidavits, to prove that all six members of STBR use the beaches and waters of the Gulf of Mexico adjacent to the Project area for swimming, fishing, boating, and/or enjoying beach and Gulf vistas. As a result, the construction of the Project will affect their interests at least during the time construction is taking place near their property. If the Project were to result in violations of water quality standards for turbidity, their interests would be affected as long as the violations lasted and perhaps longer if lasting damage to natural resources were to result. However, as found, there will not be any lasting damage to natural resources, and reasonable assurance was given that no water quality violations will occur and that exceedences of water quality standards in the mixing zone will be of short duration, lasting for no longer than an hour. These effects will not be substantial. The evidence was not sufficient to prove that construction of the Project will affect the interests of a substantial number of the members of SOB. First, it was not clear how many of them own beachfront property or even condominium units in developments adjacent to the Project area. Second, the only witness on the subject, Linda Cherry, does not know all of SOB's members and did not state how many of the 39 SOB members who signed affidavits as to their use of the beaches and waters of the Gulf of Mexico adjacent to the Project area are known to the witness. Even if a substantial number would be affected, their interests would be affected no more than the STBR members' interests.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that DEP enter a final order issuing Draft Permit DEP JCP File No. 0218419-001-JC. DONE AND ENTERED this 30th day of June, 2005, in Tallahassee, Leon County, Florida. S J. LAWRENCE JOHNSTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 30th day of June, 2005.
The Issue Whether the permit application of Clifford S. and Maria Ray (the "Rays") meets the statutory and rule requirements for the Department of Environmental Protection ("DEP" or the "Department") to issue to the Rays a permit to construct a multi- family dwelling and related structures seaward of the coastal construction control line ("CCCL") on their property in Brevard County?
Findings Of Fact Legislative Intent re: Beaches and Coastal Barrier Dunes The Legislature has declared that the beaches and the coastal barrier dunes in this state, subject by their nature to severe fluctuations, represent one of the most valuable resources of Florida. See § 161.053(1)(a), Fla. Stat. The Legislature has further declared that it is in the public interest to preserve and protect the beaches and dunes from imprudent construction because it can "jeopardize the stability of the beach-dune system, accelerate erosion, provide inadequate protection to upland structures, endanger adjacent properties, or interfere with public beach access." Id. The Legislature has therefore directed the Department of Environmental Protection "on a county basis along the sand beaches of the state fronting the Atlantic Ocean [and other salt water bodies]" to "establish coastal construction control lines." Id. The "Coastal Construction Control Line" A line of jurisdiction, rather than a line of prohibition, the Coastal Construction Control Line (the "CCCL or the "Control Line") is defined in Chapter 62B-331 of the Florida Administrative Code. The Control Line is: the line established pursuant to provisions of Section 161.053, F.S., and recorded in the official records of the county, which defines that portion of the beach-dune system subject to severe fluctuations based on a 100-year storm surge, storm waves, or other predictable weather conditions. Fla. Admin. Code. R. 62B-33.002(12). The Department's Office of Beaches and Coastal Systems has regulatory authority to permit or deny construction seaward of the Control Line pursuant to statutory and rule criteria. This proceeding concerns the exercise of that authority in the form of issuance of a permit for activity seaward of the Control Line in Brevard County. Brevard County's Control Line The Control Line in Brevard County was established by the Department of Natural Resources, an agency of the state and a predecessor of DEP, in 1981 (the "1981 CCCL"). A second Control Line in Brevard County was established in 1986, again by the Department of Natural Resources. It is approximately 150 feet landward of the 1981 CCCL. It will be referred to in this order as "the CCCL" or "the Control Line." The line established in 1981 will be referred to as the "1981 CCCL," to distinguish it from the Control Line established in 1986, the Coastal Construction Control Line applicable to this proceeding. The Parties Mrs. Pope Petitioner, Carole C. Pope, owns with her husband James M. Pope, oceanfront property located at Wilson Avenue, Brevard County, Florida, where the Popes reside part time. The Popes' property has a Cocoa Beach mailing address, but is not within the city limits of Cocoa Beach. Littoral to the Atlantic Ocean, the Popes' property was identified in the pre-hearing stipulation in the Rule-related Cases (discussed in this Order's Preliminary Statement) as "Lot 11, Block 101, Avon by the Sea as described in Plat Book 3, page 7 [presumably the Official Records of Brevard County] and east to Ocean, except the west 13 feet of Lot 11." See Final Order, Pope v. Department of Environmental Protection et al., Case No. 03-3860RX, paragraph 7, page 9. The Popes have two duplex units on their property. Built in the 1950's, they consist of concrete foundations, block walls, and 10-foot-high flat roofs. Mrs. Pope and her husband have retained the native, salt-tolerant vegetation that surrounds the duplexes. Protective of the property because it serves to enhance and stabilize the primary/frontal dune, it also adds to Mrs. Pope's enjoyment and use of her property. She enjoys the native flora, an integral part of the habitat of native fauna (gopher tortoises and indigo snakes, for example) that she enjoys watching. She particularly enjoys feeding and interacting with the sociable scrub jay. The Department and its Office of Beaches and Coastal Systems The Department is responsible for the administration of Parts I and II of Chapter 161, Florida Statutes, the "Beach and Shore Preservation Act." § 161.011, Fla. Stat. The Act confers on the Department the authority "to adopt rules related to the following provisions of this section [§ 161.053]: establishment of coastal construction control lines; activities seaward of the coastal construction control line; exemptions; property owner agreements; delegation of the program; permitting programs; and violations and penalties." § 161.053 (21), Fla. Stat. Pursuant to its rule-making authority in Section 161.053 (together with other specific authority), Florida Statutes, the Department promulgated Rule Chapter 62B-33: "Office of Beaches and Coastal Systems - Rules and Procedures for Coastal Construction and Excavation (Permits for Construction Seaward of the Coastal Construction Control Line and Fifty-Foot Setback)." The Office is in the Department. Fla. Admin. Code R. 62B-33.002(11). Permits for construction or other activities seaward of the construction control line, such as the permit in this case, are issued pursuant to Section 161.053, Florida Statutes, by the Program Administrator of the Bureau of Beaches and Wetland Resources on behalf of the Department. See Respondents 1, Vol. 2, Tab 22. The Department has not delegated Chapter 161 permitting authority to Brevard County. The Rays Clifford and Maria Ray are the owners of the property adjacent to Petitioner's property and the holders of Permit No. BE-1083, preliminarily issued by the Department in its final order of September 19, 2003. The property consists of four 50-foot-wide lots, Lots 12, 13, 14 and 15 in Avon by the Sea. Lot 12 is immediately adjacent to Mrs. Pope's property. Some of the native vegetation on the property has been disturbed by the planting of sod and installation of an irrigation system seaward of the Brevard County coastal setback line and the Control Line. The activity is the subject of administrative enforcement actions by the County and DEP. Although government claims of violations had not been resolved finally as of the date of hearing, the Rays have not resisted the claims. The Permit was issued to the Rays under the authority of Section 161.053, Florida Statutes. It authorizes activities on the Ray property seaward of the CCCL. This activity includes the construction of an eight-story, multi-family dwelling, a swimming pool and deck, a wooden beach/dune walkway, a parking area, masonry wall and an exfiltration trench, as described in more detail in the section of the Permit entitled "PROJECT DESCRIPTION." Respondents Ex. 1, Vol. 2, Tab 22, Permit No. BE- 1083, p. 2-3. The Department was not aware of the claims of violations made against the Rays referred-to above at the time that Mr. Tammisetti, the engineer assigned to review the permit file initially, recommended that the permit be issued. Had Mr. Tammisetti been aware of the claims he still would have recommended issuance of the permit. Coastal Systems and Fixed Coastal Cells The term "Coastal System" is defined by the Department in its rules: "Coastal System" is the beach and adjacent upland dune system and vegetation seaward of the coastal construction control line; swash zone; surf zone; breaker zone; offshore and longshore shoals; reefs and bars; tidal, wind, and wave driven currents; longshore and onshore/offshore drift of sediment materials; inlets and their ebb and flood tide shoals and zones of primary tidal influence; and all other associated natural and manmade topographic features and structures. Fla. Admin. Code R. 62B-33.002(13). Within the coastal system are "fixed coastal cells," also defined by Department rule: "Fixed Coastal Cell" is a geomorphological component of the coastal system which is closely linked internally by active physical processes and is bounded by physical features which exercise a major control on refraction patterns or which compartmentalize or severely limit longshore sediment such as headlands or inlets. Fla. Admin. Code R. 62B-33.002(24). Within and adjacent to a fixed coastal cell of Florida's coastal system lie sea, shore, beach, dune system, vegetation, uplands and structures with which this proceeding is concerned. The Beach and Dune System within the Fixed Coastal Cell The Ray property and the Pope property are located in a fixed coastal cell that extends from Canaveral Inlet (north of R014, one of a series of coastal monuments installed by the state) southward to Monument R050. The community in which the property is situated is a "Coastal Uplands: Beach Dune" community characterized by a beach and dune system. There is one primary/frontal dune with a height at the top of the bank of about 13.4 feet NGVD seaward of the proposed project. The portion of property on which the project is sited is between 7.3 and 10.7 feet NGVD. The most recent DEP design wave height elevation for R015 is 14.2 feet NGVD, higher than the existing dune elevation at the Ray property. Much of the Ray property behind the dune is lower in elevation than the elevation of contiguous properties, the likely result of persistent cutting of native vegetation that acts to intercept wind-blown sand as it moves along the shoreline. Beach and Dune Data in DEP File BE-1083 In the application review process, Mr. Tammisetti submitted a memorandum dated May 24, 2001, to Mr. McNeal. The memorandum appears to have been a form with blanks into which information was inserted or handwritten close to the appropriate blank. For example, under Section I., of the form "PROPOSED PROJECT" is "A. Project Location:", followed by a description with blanks left for number of feet, direction (north, south, east, west) reference monument number, county and project address. Handwriting close to the blanks leads one to understand or gather that it intends to communicate the following statements: The location of this project is approximately 100 feet N to 103 feet S of the Department of Environmental Protection's Reference Monument R-15, in Brevard County. Project Address: Harding Ave, Cape Canaveral. This is within the local jurisdiction of Brevard County. Respondents 1, Vol. 2, Tab 13. The form also contains Section II., "CHARACTERIZATION OF BEACH/DUNE SYSTEM". The section calls for three categories of characterization: A., a general description; B., beach topography in terms of shoreline alignment, berm width in feet, berm elevation in feet (NGVD), direction of net littoral transport, volume of net littoral transport in cubic yards per year, and general conditions; and C., Primary Dune/Bluff Topography with dune width in feet. None of the information called for by this section has been filled in on the form. At hearing, Mr. Tammisetti testified2 that berm width was 220 feet and the berm elevation ranged from 3 to 10 feet NGVD. He testified that the direction of littoral transport was north to south but he did not know the volume of net littoral transport. He stated that the "general site condition" was an eroding shoreline. He estimated the dune width at between 30 to 40 feet. These facts and figures exist under an overarching consideration. The beach near R015 that fronts the Pope and Ray property is critically eroding.3 Vegetation on the Ray Property There is a sea grape cluster and numerous palm trees on the Ray property. The seaward most continuous line of native salt-resistant vegetation or the "vegetation line" is near the line at the toe of the slope of the dune bank depicted on the topographic survey drawing submitted as part of the application. Nanette Church, at the time an employee of Brevard County, visited the site on July 1, 2003. She documented the presence of fresh sod and a new irrigation system installed seaward of the County's coastal setback line, a line parallel to and 25-feet landward of the 1981 CCCL. Two days later, DEP Inspector Gene Verano conducted a site inspection and documented the placement of sod and the installation of an extensive irrigation system. On July 31, 2003, the Department under the signature of Jim Martinello, an Environmental Manager in the Bureau of Beaches and Wetland Resources, issued a warning letter to Mr. Ray with regard to "POSSIBLE UNAUTHORIZED ACTIVITIES SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE." The letter reads, in part, Pope 3. [I]t appears that you have again been engaged in unauthorized activities on your property located approximately 100 feet north to 100 feet south of the Department of Environmental Protection's reference monument R-15, in Cocoa Beach, in Brevard County, Florida. The possible violation consists of the destruction/removal of native vegetation and placement of sod and an irrigation system seaward of the coastal construction control line without benefit of a permit from the [department.] The sod seaward of the CCCL has a negative effect on the stability of the dune system. A weakened dune system allows for storm surge and overwash to breach the dune and cause washout on the landward side of the dunes. Brevard County has not yet issued a land clearing or landscape permit to the Rays. A "Brevard County Land Development Site-Plan Approval" with an approval date of December 30, 2003, warned, "[i]t is the responsibility of the Owner/Engineer of Record to contact Office Natural Resources for a Land Clearing/Landscaping Permit." Respondents' 1, Vol. 1, Tab 12. The Rays are not contesting County or DEP enforcement actions relative to the land clearing, sod placement, and irrigation system installation. Project Description The project proposed by the Rays is to be located on their property in the unincorporated area of Brevard County known as "Avon-by-the-Sea," in the vicinity of Department monument R-015. The project is known by Brevard County as the Ray Condos and also as the Michelina Condominium. The location of the multi-family dwelling relative to the Control Line is "[a] maximum of 105.56 feet seaward." Id. Its exterior dimensions are "209.67 feet in the shore normal direction by 84 feet in the shore-parallel direction." Id. The type of foundation is "Pile." Id. There is no mention in the Permit of the height of the building. The swimming pool is described in the Permit in detail with regard to its dimensions and location (a maximum of 101.49 feet seaward of the control line), the type of construction and its maximum depth: six feet. Excavation/Fill for the project is described in terms of volume of excavation, its location, volume of fill as replacement, and location of fill. The Excavation/Fill description is subject to Special Permit Condition 6. Among other provisions of the condition, the fill is to be "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." Id., p. 4. Other permitted structures and activities are listed and described in the Permit with reference to special permit conditions: A wooden beach/dune walkway structure of dimensions 174 feet shore-normal by 4 feet shore-parallel is to be located seaward of the control line. See Special Condition 7. A 4-foot to 14-foot swimming pool deck attached to the periphery of the swimming pool is to be located a maximum of 105.96 [feet] seaward of the control line. See Special Permit Condition 2.1. Paver-block parking area on the south side of the proposed dwelling. Masonry walls along the north and south property lines to extend a maximum of 105 feet seaward of the control line. See Special Permit Condition 2.2. An exfiltration system trench on the south side of the proposed dwelling. Among nine special conditions in the Permit are that no work can be conducted until a DEP "notice to proceed" has been received by the Rays. Another is that prior to the issuance of such a notice "two copies of detailed final site and grading plans and specifications" shall be submitted including two sets of landscape drawings. Id., p. 3, Special Permit Condition 2. See id., 2.3. The landscape plan must be submitted to Brevard County for approval under the Permit's special conditions. Given Brevard County's requirement that the Rays secure a Land Clearing/Landscaping Permit, there will be an ongoing process that poses the potential to ensure that the Rays' project will be designed to minimize the impact on native vegetation. The process also may require a restoration plan, as well, for the impact to native vegetation caused by the sod and the irrigation system. The Rays have submitted such a plan to the County. Relationship of the Proposed Project to the Pope Property The proposed multi-family dwelling is sited 10 feet south of the northern property line (the line that serves as the southern boundary of the Pope property). Ten feet is the minimum setback from adjacent property allowed by the county. The duplexes on the Pope property are situated in a range from 3.5 to 4.5 feet from the property line (the border with the Ray property.) The project, therefore, is proposed to be as close as 13.5 feet of the Pope duplexes. If built, running the length of the duplexes, it would create a relatively narrow space between the proposed structure and the Popes' duplexes that ranges from 13.5 feet to 14.5 in width. The Application The Rays submitted their CCCL permit application to the Department through their agent, Joyce Gumpher. On January 24, 2003, Ms. Gumpher executed a certification "that all information submitted with this application is true and complete to the best of [her] knowledge." Respondents Ex. 6, APPLICATION FOR A PERMIT FOR CONSTRUCTION SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE OR FIFTY-FOOT SETBACK. The application was received by DEP on January 27, 2003. Additional information was requested by the Department. On April 21, 2003, the Department deemed the application complete. During the application process, several plan sheets were revised. Revised plan sheets were submitted after the application was deemed complete (see Respondents' Ex. 6, July 29, 2003 plans and September 5, 2003 plans) and once prior to DEP's determination of its completeness. (see id., April 7, 2003 plans). Review of the Application On August 26, 2003, Mr. Tammisetti submitted a memorandum to Mr. McNeal that recommended approval of the application with special permit conditions. The memorandum, similar in form to the memorandum submitted on May 24, 2001, except for the lack of Part II., is entitled "Description of Beach and Dune System Fronting the Subject Property and an Analysis of Impacts to be Expected From the Proposed Construction." Respondents 1, Vol. 2, Tab 20. It describes the proposed project but, lacking Part II., it neither characterizes nor describes the beach/dune system. Nor does it analyze the impacts of the proposed project other than to provide the "final comment" that "[t]he proposed project is landward of line of construction and 30-year erosion project. Impactive shore- parallel coverage is approximately 72%." Id., p. 3. Under its rules, after reviewing all information required, the Department is mandated to: Deny any application for an activity which either individually or cumulatively would result in a significant adverse impact including potential cumulative effects. In assessing the cumulative effects of a proposed activity, the Department shall consider the short-term and long-term impacts and the direct and indirect impacts the activity would cause in combination with existing structures in the area and any other similar activities already permitted or for which a permit application is pending within the same fixed coastal cell. The impact assessment shall include the anticipated effect of the construction on the coastal system and marine turtles. * * * Require siting and design criteria that minimize adverse impacts and mitigation of adverse or other impacts. Fla. Admin. Code R. 62B-33.005(3). As found earlier, the file in BE-1083 does not contain any documentation that the Department conducted the impact assessments required by the rule. Nonetheless, the Department based its evaluation on the portion of the fixed coastal cell from just north of R013 to approximately 400 feet south of R017 depicted on Respondents' 7. Respondents' 7 Respondents' 7 is an aerial photograph of developed uplands and off shore waters of the Atlantic Ocean in between which is the shore line and a stretch of beach in Brevard County. The sandy beach in the photo runs from north to south from Monument R013 to approximately 400 feet south of Monument R017, five monuments in a series set by the state along the Brevard County coast. The photograph is data the Department reviewed to determine if existing structures established a "reasonably continuous and uniform construction line closer to the mean high water line than [the coastal construction control Line]." § 161.053(5)(b), Fla. Stat. (This "reasonably continuous and uniform construction line" will be referred to as the "Construction Line" in this order.) The Pope property and the Ray property both straddle the Construction Line. The photograph shows four structures (the "Four Structures") that were determined by DEP to establish the Construction Line. Two are to the north of the Ray property; two are to the south. Of the two structures to the north, the closest is between 400 and 450 feet north of the northern boundary of the Ray property. It sits between Monument R015 and R014. The other structure to the north used to establish the Construction Line lies between Monument R014 and R013. Its southernmost corner is approximately 1200 feet to the north of the northern boundary of the Ray property. The roof of the closest of the Four Structures to the south, lying between Monument R015 and R016, viewed from the air above is rectangular indicating the structure to have a rectangular footprint. Positioned at an angle to the coast, its southeastern corner is along the 1981 CCCL. That corner is approximately 400 feet south of the southern boundary of the Ray property. The second structure to the south sits between R016 and R017. Its northernmost corner is roughly 850 feet south of the southern boundary of the Ray property. The Application Rule Florida Administrative Code Rule 62B-33.008(4), entitled "Permit Application Requirements and Procedures" (the "Application Rule"), requires that the Rays' application contain certain specific information, including that identified in subsection (f): Two copies of a topographic survey drawing of the subject property. The topographic information depicted in the drawing shall be from field survey work performed not more than six months prior to the date of the application. The rule further calls for the topographic survey drawing to include specific information such as "[t]he location of any existing vegetation line on the subject property." Fla. Admin. Code R. 62B-33.008(4)(f)9. The topographic survey drawing submitted as part of the application in January of 2003 reveals a survey date of "7/17/02." Respondent's Ex. 1, Sketch of Boundary and Topographic Survey, Lots 12-15, Block 101, Avon by the Sea, Brevard County, Florida. Other than the date of the survey, the evidence at hearing did not reveal when the fieldwork in support of the survey was conducted.4 In all likelihood the fieldwork was conducted close to July 17, 2002, but obviously prior to July 17, 2002. Whether the date of the application is considered to be the date of Ms. Gumpher's certification (January 24, 2003), or the date of its receipt by DEP (January 27, 2003), it does not depict "field survey work performed not more than six months prior to the date of the application." January 24, 2003, is six months and one week after July 17, 2002. January 27, 2003, is six months and 10 days after the date of the survey. The Vegetation Line The topographic survey drawing submitted as part of the application did not meet precisely the requirements of the Application Rule in several other ways. For one, it did not label the location of "any existing vegetation line on the subject property." At hearing, the Rays submitted a revised copy of the topographic survey drawing (still dated "7/17/02"). The revision labels a line indicated on the originally submitted topographic survey drawing as "TOE OF SLOPE" (within a few feet of the top of the dune bank) as "TOE OF SLOPE AND VEGETATION LINE." Thus, it is apparent that the originally submitted topographic survey drawing depicted the vegetation line; it merely failed in its labeling of the vegetation line. The Department, once it became aware of the omission of a reference to a vegetation line in the original submission, waived the requirement for one. At hearing, Mr. McNeal testified that the waiver was authorized by subsection (7) of the Application Requirements and Procedures Rule: The Department recognizes that the requirements specified in paragraphs 62B- 33.008(4). . . (f) . . ., F.A.C. may not, due to the project circumstances, be applicable or necessary to ensure protection to the beach and dune system. In such cases, the applicant shall, as part of the application, identify those requirements and state the reason why they are inapplicable. The Department shall waive requirements that do not apply. Fla. Admin. Code R. 62B-33.008(7). There is no evidence of record that the Rays informed DEP of a position that the "location of the vegetation line" on the topographic survey drawing was a requirement inapplicable or unnecessary to ensure protection to the beach and dune system.5 Nonetheless, construing its waiver authority to be broader than authority limited to cases in which identification of inapplicable and unnecessary requirements had been made by those seeking DEP waivers, the Department waived the requirement. The waiver was based on knowledge gained from the experience of DEP employees. The employees (Mr. Tammisetti and Mr. McNeal) knew that the vegetation line would be close to the top of the dune bank line and the toe of slope line, both of which were located on the topographic survey drawing.6 Respondents' 2 supports the Department's waiver since it labels the vegetation line where the Department roughly expected it to be. Complete Dimensions and Distance Perpendicular The Application Rule further demands that the topographic survey drawing contain: 15. Accurate dimensions and locations of the foundation outlines of any structures in the immediate contiguous or adjacent areas that the applicant contends have established a reasonably continuous and uniform construction line if the permit is requested under the provisions of Section 161.053(5)(b) or 161.052(2)(b), F.S., and the distance perpendicular [the "Distance Perpendicular"] from the CCCL or 50-foot setback to the seaward corners of the foundations of any major structures . . . . Fla. Admin. Code R. 62B-33.008(4)(f). The application contained the dimensions and locations of the two (2) duplexes located on the Pope property, that is, the adjacent area to the north of the Ray property. With regard to the adjacent area to the south of the Ray property, the application contained the seaward dimensions and locations of the major structure that makes up the Discovery Beach Resort structure. The topographic survey drawing did not contain the dimensions of the complete footprint of the Discovery Beach Resort. Nor did it contain the distance perpendicular from the CCCL or 50-foot setback to the seaward corners of the foundations of all major structures depicted. Mr. McNeal noticed that required elements were missing from the application. When he made the permitting decision, he waived them pursuant to a delegation of authority from the Office of Beaches and Coastal Systems. Delegations of Authority Office of Beaches and Coastal Systems The Director of the Office of Beaches and Coastal Systems has delegated certain authority to subordinates in the Office of Beaches and Coastal Systems with respect to the CCCL permitting program. The delegations, as reflected in a document entitled "Delegations of Authority, OFFICE OF BEACHES AND COASTAL SYSTEMS" (Pope Ex. 1), is to "the Director of Office of Beaches and Coastal Systems, or his/her designee." Id., 3.a. As the administrator of the CCCL program within the Bureau of Beaches and Wetlands Resources, Mr. McNeal has been delegated authority under Delegation "OBCS-9" (id., p. 14 of 24), to "[t]ake final agency action on permit applications . . . pursuant to Sections . . . 161.053 . . ., Florida Statutes, and Rule 62B-33, F.A.C., [subject to exceptions immaterial to this proceeding.]" Id. The authority so delegated is not without limitation. Among limitations enumerated and express in the Delegations of Authority document is that "[t]the exercise of any delegated authority shall conform with all statutes and rules applicable to the DEP." Id., 3.a. Waivers Pursuant to Delegated Authority Pursuant to the authority over final agency action on CCCL permit applications, Mr. McNeal, as the head of the CCCL Program in the Office of Beaches and Shores, waived the depiction of the location of the vegetation line on the topographic survey drawing, the full dimensions of the Discovery Resort in the adjacent area to the south of the Ray property and the notation of the Distances Perpendicular. He did so because the information contained on the topographic survey drawing was sufficient, in his view, to allow the Department to perform the calculations and analyses as part of the application process that would be served by a review of the topographic survey drawing. An example has been alluded to in this order. Based on years of collective experience, Mr. McNeal and Mr. Tammisetti concluded it was reasonable to assume the vegetation line would be very near the toe of the slope line in relation to the dune bank. Their assumptions were proved correct at hearing. The dimensions and locations of the major structures located immediately north and south of the proposed project (the Pope duplexes and the Discovery Resort structure) and the Distances Perpendicular were required to be included on the topographic survey drawing, but they were not intended by the Rays to establish a Construction Line. Establishment of any such line is governed by Section 161.053(5)(b), Florida Statutes: If in the immediate contiguous or adjacent area a number of existing structures have established a reasonably continuous and uniform construction line closer to the line of mean high water than the foregoing [the CCCL], and if the existing structures have not been unduly affected by erosion, a proposed structure may, at the discretion of the department, be permitted along such line on written authorization from the department, if such structure is also approved by the department [and other conditions are met]. A Construction Line The Rays contend in their application and DEP agrees that the Four Structures establish a Construction Line. Once such a line is established provided the structures are not duly affected by erosion, the Department is conferred with the discretion to permit a proposed structure along the line seaward of the CCCL under certain circumstances. See § 161.053(5)(b), Fla. Stat. Among those circumstances, the permit "shall not contravene setback requirements or zoning or building codes established by a county or municipality which are equal to, or more strict than, those requirements provided [by statute.]" § 161.053(5)(b), Fla. Stat. Furthermore, by rule of the Department, written evidence from local government must be provided that the location of the proposed structure along a Construction Line seaward of the CCCL is consistent with the Local Comprehensive Plan. See Fla. Admin. Code R. 62b-33. Written evidence that Brevard County regards the Rays' proposed site to be consistent with Local Comprehensive Plan and not contrary to local setback requirements or zoning codes was provided by Brevard County to the Department. Establishment of a Construction Line Whether a Construction Line can be established for a proposed project is unique to the project and its coastal location. To establish such a line, the Office of Beaches and Coastal Systems may rely exclusively on information provided by the applicant for a permit to construct along such a line. The Office may also refer to its own database of aerial photographs (as it did in this case) and other data with regard to the State's coastal systems. The Construction Line running across the Ray property accepted by DEP is nearly identical to the 1981 CCCL. In contesting the establishment of the Construction Line, Mrs. Pope makes a number of points, several of which are worthy of discussion. For one, in 1993, the Department considered an administrative challenge brought by Mrs. Pope to the CCCL permit for the construction of the Days Inn Tower (now Best Western) hotel (one of the structures used by the Rays to establish a Line of Continuous Construction). See, OR-1, Pope v. Department of Environmental Protection et al., Agency Final Order dated May 9, 1994, DOAH Case No. 93-4560 (the "1993 Pope Case.) The Pope duplex had been found to be three or four blocks north of the property for which the permit was sought. If her property had been found immediately adjacent to the Days Inn Tower property, Mrs. Pope would have been accorded standing to contest issuance of the permit to the Days Inn Tower applicant. The hearing officer had recommended that Mrs. Pope not be accorded standing under the rule because her duplex property was not "immediately adjacent" to the Days Inn Tower parcel. Since Mrs. Pope's parcel was separated by at least what has been identified in this proceeding as the Ray property and the property of the Discovery Resort, she did not qualify for standing under the DEP Rule. Nevertheless, Mrs. Pope was afforded the opportunity to acquire standing by proving that her substantial interests would be affected by issuance of the permit. The hearing officer concluded that her attempt in this regard failed.7 The Department accepted the hearing officer's recommendation that Mrs. Pope be determined to have no standing, in part because her property was not "immediately adjacent" to the Days Inn Tower property. Mrs. Pope also asserts that the Four Structures along the 1981 CCCL do not establish a Construction Line on the basis of the testimony of her witness, Dr. Harris. Dr. Harris opined that the structures to be used to establish the Line of Continuous Construction, if one exists, are not the four used by DEP that are in the area of the Ray property but the structures on the two pieces of property closer to the Ray property, that is, immediately adjacent: the Pope property to the north and the Discovery Resort property to the south. The easternmost point of the structure on the Pope property is approximately 50 feet landward of the 1981 CCCL and extends approximately 100 feet seaward of the Control Line. The structure on the Discovery Resort property to the south is along the Control Line. See Respondents' 7. The line that Dr. Harris would establish does not run parallel to the shore line, the 30-year erosion line, the 1981 CCCL or the Control Line. It would run at an angle of approximately 15 degrees from the easternmost point of the Pope duplexes (the "point of beginning") about 425 feet to the easternmost point of the Discovery Resort structure. The point on the Discovery Resort structure (at the end of the line) is approximately 100 feet seaward of the point of beginning. If these structures are to be considered in the determination of whether a Construction Line exists as Mrs. Pope argues, then continuing the line to include the Four Structures would yield broken lines rather than a reasonably "uniform" and "continuous" line. The Department did not consider the structures in the property immediately adjacent to the Ray property to break the line it determined is established by the Four Structures. It ignored other structures as well between the northernmost and the southernmost of the four structures. Mrs. Pope, therefore, describes the Construction Line established by the Department as "imaginary" and without a factual basis. This point is one of opinion. The Construction Line is neither imaginary nor without a factual basis. It has a factual basis in precisely the data used by DEP: the aerial photograph that shows four major structures between Monuments R013 and R017, Respondents' 7, along the 1981 CCCL. The disregard for the Pope duplexes and the Discovery Resort structure as well as other structures in the areas north and south of the Ray property is a matter that falls within professional opinion and Department expertise. The establishment of the Construction Line is justified by the data DEP examined: Respondents' 7 (on which the Four Structures were identified and circled by Mr. Tammisetti at hearing.) The greater weight of the evidence is that DEP's determination of the establishment of the Construction Line should not be disturbed. It is, moreover, not surprising that such a line exists. One would expect that structures built after 1981 but before 1986 would be located along the 1981 CCCL and that structures that followed (such as the Discovery Resort structure) would be built along that Construction Line. Post-establishment of a Construction Line Establishment of a Construction Line does not entitle an applicant to a permit to build along that Construction Line. After a Construction Line is accepted by DEP as established, an applicant must satisfy three remaining sets of conditions expressed in Section 161.053(5)(b), Florida Statutes. Section 161.053(5)(b), Florida Statutes A discretionary exercise Once a Construction Line is established, an application for a permit to allow a proposed structure is subject to the discretion of the Department: "a proposed structure may, at the discretion of the department, be permitted along such line on the written authorization of the department, if such structure is also approved by the department." ii. Local Requirements The Department has no such discretion, however, if the construction or activity would "contravene setback requirements or zoning or building codes established by a county or municipality which are equal to, or more strict than . . . requirements [in chapter 161]." Id. To this list, the Department, by rule, has added consistency with state-approved Local Comprehensive Plans. See Fla. Admin. Code R. 62B- 33.008(4)(d). Before exercise of department discretion and inquiry into compliance with local requirements, there is a more fundamental condition that must be demonstrated by the applicant: the existing structures that establish the Construction Line must not have been unduly affected by erosion: If in the immediate contiguous or adjacent area a number of existing structures have established a [Construction Line], and if the existing structures have not been unduly affected by erosion, a proposed structure may, at the discretion of the department, be permitted along such line . . . [h]owever, the department shall not contravene [local requirements] . . . equal to, or more strict than, those requirements herein. § 161.053(5)(b), Fla. Stat. Unduly Affected by Erosion The parties differ in their view of the testimony and evidence introduced at hearing with regard to whether structures that establish the Construction Line "have not been unduly affected by erosion." Id. Neither DEP employees nor the Rays' witnesses visited the shoreline between R0-13 and R-017 to evaluate the four structures that establish the Construction Line and the effects of erosion, if any.8 Mrs. Pope asserts in her Proposed Recommended Order, "[n]o evidence or testimony was offered as to whether the structures considered by DEP were affected by erosion." Petitioners' Proposed Recommended Order, p. 24. In contrast, Respondents cite to the testimony of Mr. Boehning and Respondent's 7 with the assertion, "[t]he existing structures, which form the line of continuous construction, have not been unduly affected by erosion." Respondents' 7 supports the claim of Respondents. It reveals a distance perpendicular from the Construction Line to the dark, wet sand along the shore to be approximately 275 feet. This distance encompasses white sandy beach that is approximately 175 feet and a vegetated area that is approximately 100 feet. The finding that the structures that establish the Construction Line are not unduly affected by erosion does not mean that there are not erosion problems in the area. In fact, as found earlier in this order, the beach depicted on Respondents' 7 is "critically eroding." The stretch of beach depicted in the aerial photograph that is Respondents' 7 has undergone considerable fluctuation since 1963 through erosion and beach nourishment. From 1972 to 2002, for example, the location of the mean high water line at R-015, the monument closest to the Pope and Ray properties, has varied by 206 feet from a low in September of 1972 to a high of 369.3 feet in April of 2001. Dr. Harris wrote this in a report introduced into evidence: The beach profile data show that at R-15 the beach and dune are subject to erosion. From 1972 to 2002 the variation in the MHW shoreline position was 206 feet. Beach nourishment and inlet sand by-passing operations were performed between some of the time periods, and are largely responsible for the periodic beach and dune widening. Even with the beach nourishment project, dune erosion continues to be a problem, and although the recent beach nourishment project greatly widened the beach, the position of the dune remained the same. The FDEP design wave height elevation for a 100-year storm is 14.2 feet NGVD for R-15, which is higher than the existing dune elevation. This means that the upland properties would experience storm surge, flooding and wave action during a 100-year storm. Pope 16. Projects of beach nourishment (placement of sand through human activity) were performed in 1972, 1986 and 2001. The need for beach nourishment and re-nourishment reinforces the status of the beach near R-015 as "critically eroding" and underscores the importance of protecting as much of the dune system as possible. That the beach is critically eroding is not inconsistent with a finding that the structures that establish the Construction Line are not unduly affected by erosion. Whether or not due to the 1986 and 2001 nourishment projects, the evidence of record is that, despite the status of the beach as critically eroding, the structures that establish the Construction Line are not unduly affected by erosion. Not Contrary to Local Requirements On December 30, 2002, a site-plan approval was issued by Brevard County with regard to "RAY CONDOS aka MICHELINA CONDOMINIUM" with a site address of "420 Harding Avenue, Cocoa Beach, FL 32931." Respondents' 1, Vol. 1, Tab 12, second page. Signed by the designee of the Director, Permitting and Enforcement, the development order is entitled, "BREVARD COUNTY LAND DEVELOPMENT SITE-PLAN APPROVAL" and contains the following: The site plan to which this approval is attached has been reviewed by affected County divisions, departments and agencies and has been determined to comply in general with the Brevard County Code of Ordinances and Comprehensive Plan Elements. * * * It is the responsibility of the Owner/Engineer of Record to contact Office of Natural Resources for a Land Clearing/landscaping Permit Two (2) sets of As-Built drawings must be provided to Land Development prior to the Issuance of a C.O. Id. The development order concludes with a statement related to the vested right of the Rays to develop in accord with the site plan: If a Certificate of Occupancy has not been issued for the principal structure by Dec. 30, 2005 the three (3) year vesting period, beginning with the date of site development plan approval, expires and said site plan shall become Null and Void. Only those phases of the development that have an active and valid building permit may be completed after the three-(3) year time period. Id. The reference in the site-plan approval to the "Brevard County Code of Ordinances" does not include building codes. The reference covers local setback requirements and zoning codes. Mrs. Pope appealed the issuance of the site-plan approval to the Brevard County Board of County Commissioners (the "Board"). Her appeal was heard over three meetings of the Board on May 6, 2003, June 8, 2003, and August 12, 2003. At the conclusion of the August 12, 2003, proceedings on the appeal, the Board voted unanimously to accept the staff recommendation to deny the appeal. An unnumbered resolution of the Board "DENYING THE APPEAL OF JAMES AND CAROLE POPE . . . PERTAINING TO THE MICHELINA CONDOMINIUM SITE PLAN" was produced by Mrs. Pope at the hearing together with the following statement of a Deputy Clerk for the Board: This is to advise that the Office of the Clerk to the Board of County Commissioners does not have any correspondence indicating a copy of the Findings of Fact on Michelina Condominium was forwarded to Mr. or Mrs. Pope. Pope 7. The resolution is signed by the Chairperson of the Board. Immediately below the signature block there appears the following: "(As approved by the Board on August 12, 2003)." Pope 8. The document is not stamped received by the Clerk of the Board or the County Clerk's Office, nor is there other clear indicia that the order has been rendered through a filing with the Clerk's office. On its face, however, appears an undated attestation of a deputy clerk under a seal of Brevard County that appears to attest to the Chairperson's signature. As of the dates of the final hearing in this proceeding, Mrs. Pope had not sought judicial review of the decision of the Board. At hearing, on the strength of the signed resolution denying Mrs. Pope's appeal of the site-plan approval and the site-plan approval, itself, and the apparent finality of the approval, Mrs. Pope was ruled estopped from presenting evidence that the Permit contravened local setback or zoning requirements or was inconsistent with the Local Comprehensive Plan. The establishment of a Construction Line, that the structures establishing the line are not unduly affected by erosion, and the collateral estoppel of Mrs. Pope's claim that construction or activity seaward of the Control Line along the Construction Line is contrary to local requirements, clears the way for the exercise of Department discretion as to whether to issue the permit. Department Discretion The Department's exercise of discretion must, of course, take into consideration the beach and dune system within the fixed coastal cell in which Ray property and the Pope property are located. No other conclusion could be gathered from the statements of legislative intent and the statutory scheme. Lest there be any misunderstanding, the Department has codified its policy statement on such matters: (1) The beach and dune system is an integral part of the coastal system and represents one of the most valuable natural resources in Florida, providing protection to adjacent upland properties, recreational areas, and habitat for wildlife. A coastal construction control line (CCCL) is intended to define that portion of the beach and dune system which is subject to severe fluctuations caused by a 100-year storm surge, storm waves, or other forces such as wind, wave, or water level changes. These fluctuations are a necessary part of the natural functioning of the coastal system and are essential to post-storm recovery, long term stability, and the preservation of the beach and dune system. However, imprudent human activities can adversely interfere with these natural processes and alter the integrity and functioning of the beach and dune system. The control line and 50-foot setback call attention to the special hazards and impacts associated with the use of such property, but do not preclude all development or alteration of coastal property seaward of such line; Fla. Admin. Code R. 62B-33.005, Department Policy Statement on Permits. The exercise of this discretion is guided by criteria under rule. Among those criteria are those found in 62B- 33.005(4)(g): The construction will not cause a significant adverse impact to marine turtles, immediately adjacent properties, or the coastal system unless otherwise specifically authorized in this rule chapter. Chapter 62B-33, Florida Administrative Code, defines the term "Impacts" to include separate definitions for the terms "Adverse Impacts," "Significant Adverse Impacts," "Minor Impacts," and "Other Impacts": "Impacts" are those effects, whether direct or indirect, short or long term, which are expected to occur as a result of construction and are defined as follows: "Adverse Impacts" are impacts to the coastal system that may cause a measurable interference with the natural functioning of the system. "Significant Adverse Impacts" are impacts of such magnitude that they may: Alter the coastal system by: Measurably affecting the existing shoreline change rate; Significantly interfering with its ability to recover from a coastal storm; Disturbing topography or vegetation such that the system becomes unstable or suffers catastrophic failure; . . . * * * (d) "Other Impacts" are impacts associated with construction which may result in damage to existing structures or property or interference with lateral beach access. Fla. Admin. Code R. 62B-33.002(30). Minimization of Impacts and No Significant Adverse Impacts The site selected on the Ray property for the proposed project poses impacts to Mrs. Pope's duplexes during a storm event such as a 100-year storm. Because of the shore- parallel dimension of the proposed structure (84 feet), storm- generated waves and storm surge would be concentrated into the relatively narrow gap between the proposed structure and the duplexes. The resulting hydrodynamic load would cause scouring of the foundations of the duplexes. The proposed project has "frangible" or "breakaway" ground level walls. They would pose the potential for generating waterborne missiles that, hydro-dynamically propelled, would damage the duplexes. The proposed project was designed in accordance with the American Society of Civil Engineers 7 Code ("ASCE-7") and most pertinently (since referenced in the Construction Line Statute), the Florida Building Code. But the Building Code does not take into consideration a proposed structure's design or proposed site on an adjacent property or the adjacent property's structures. The proposed project, moreover, is not designed and sited to mitigate aerodynamic loading on Mrs. Pope's duplexes. During high-wind conditions, there will be a number of wind effects on the duplexes caused by the proximity of the proposed project: gust loading, high turbulence shedding, and vortex shedding among others that can be reasonably expected to cause structural impacts to the duplexes such as suction loads on roofs and eaves, flying debris and window breakage. The proximity of the proposed structure to the Pope property will have a shading effect that will cause adverse impacts on the growth of native coastal vegetation on the Pope property. As a result, there will be a reduction in the interception of wind-driven sand by the vegetation that enables it to develop healthy, deep root systems that add to dune stability.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that: an impacts assessment be conducted as required by Florida Administrative Code Rule 33.005(3)(a); that the proposed project be re-sited to mitigate the impacts that its siting now poses to the Pope Property and the Popes' duplexes; that the proposed project be permitted to be constructed up to the Construction Line, provided that the permit is supported by both the impacts assessment and a re- siting of the proposed project to mitigate wind, water and shading impacts; and if the proposed project is not supported by an adequate impacts assessment, or if it cannot be re-sited to mitigate the impacts to the Pope Property, that the permit be denied. DONE AND ENTERED this 2nd day of March, 2004, in Tallahassee, Leon County, Florida. S DAVID M. MALONEY 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 2nd day of March, 2004.
Findings Of Fact On December 12, 1988, Petitioners filed an application with Respondent for a permit to construct improvements to real property seaward of the coastal construction control line (CCCL). Petitioners' property is located at 2400 North Atlantic Boulevard, Fort Lauderdale, Florida. The parcel of land owned by Petitioners measures approximately 50' in width and 140' in depth and is located in a primarily residential area of beachfront property with high property values. On this parcel is a residence that is approximately 1600 square feet in size. The residence is constructed on reinforced concrete pilings. There are many other residential and commercial structures in this area which are also constructed on reinforced concrete pilings. The improvements to this property seaward of the CCCL that Petitioners desire to make and that Respondent finds objectionable is the construction of a poured monolithic reinforced concrete slab patio supported by twenty-one reinforced concrete pilings. The patio would be approximately 27' by 50' in size. On November 17, 1987, Respondent approved an application filed by a previous owner of this property for the construction of a patio to be constructed with concrete pavers. Petitioners arranged to have the previously approved permit transferred to their name. The project contemplated by the subject application employs a different method of construction than the one permitted in 1987 because Petitioners desire to have a patio that is more attractive and is easier to maintain. Petitioners are also concerned that concrete pavers will be hazardous during a storm since they may be subject to being swept along by high winds and water. Petitioners have valid reasons for preferring the method of construction reflected by the subject application based on aesthetic and maintenance considerations. However, Petitioners did not establish that the proposed method of construction was necessary as a safety measure. To the contrary, the greater weight of the evidence was that blocks the size of the pavers to be used for the construction that has been permitted would not be propelled by either hydrodynamic or aerodynamic forces during a major storm as Petitioners contend. Instead, these blocks would likely be undermined during a major storm and, because of their weight, fall as the beach is eroded. Respondent has regulatory authority over the property in question. Respondent's regulatory authority, which includes rule making authority, is conferred by statute. Respondent's responsibilities include the preservation of the beach-dune area within its jurisdiction. There is a relationship between the siting of a structure, in terms of its proximity to the shoreline, and the likelihood that the structure will have an impact on the beach and dune systems. The subject patio is to be located within the beach-dune system. The patio Petitioners propose to construct on concrete pilings would have more of an adverse impact on the beach-dune system than a patio constructed of concrete pavers. During a major storm, greater erosion on the site around the pilings will occur as a result of scour. Following a major storm, the ability of a dune to re-form will be more inhibited if the patio is supported by pilings. Considering the hundreds of thousands of pilings that are already in place along the beach, the effect of the twenty-one pilings proposed by Petitioners, whether considered individually or cumulatively, will be insignificant. A patio is usually considered by Respondent to be a "minor structure". "Minor structures" are non-habitable structures that are generally designed to be expendable during a major storm event. Dune walkovers, viewing platforms, and decks are examples of minor structures. A patio constructed of concrete pavers would be another example. The nature of their construction permits minor structures to be placed more closely to the shoreline than major structures. The patio as proposed Petitioners has been properly categorized by Respondent as being a "major structure" since it is designed to withstand a major storm event. Respondent has not to date permitted any major structure as far east of the CCCL in this area of Broward County as Petitioner's proposed project. All major structures constructed on pilings that are that far east of the CCCL were built before permits were required. Respondent is concerned that the granting of the subject permit will set a precedent that will require the issuance of permits for the construction of other major structures as far seaward of the CCCL as the Petitioners' proposed project, and that such construction would result in a cumulative adverse impact on the beach-dune system.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED: That Respondent enter a final order which denies the subject permit. DONE AND ENTERED this 20th day of September, 1990, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Hearing Officer The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 904/488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of September, 1990. APPENDIX TO THE RECOMMENDED ORDER The following rulings are made on the proposed findings of fact submitted on behalf of the Petitioners. The proposed findings of fact in paragraphs 1-6 and 8-10 are adopted in material part by the Recommended Order. The proposed findings of fact in paragraph 7 are rejected as being contrary to the greater weight of the evidence. The proposed findings of fact in paragraph 8 are rejected as being argument. The proposed findings of fact in the first sentence of paragraph 11 are adopted in material part by the Recommended Order. The proposed findings of fact in the second sentence of paragraph 11 are rejected as being contrary to the greater weight of the evidence. The proposed findings of fact in the third sentence of paragraph 11 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraph 12 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraph 13 are rejected as being conclusions of law that are unnecessary to the conclusions reached. The proposed findings of fact in paragraph 14 are rejected as being unsubstantiated by the evidence. While Petitioners' application included as a proposed condition to the issuance of the permit, a covenant running with the land that would require the property owner to reconstruct the beach-dune system in the event of destruction by a major storm, the evidence did not establish, as Petitioners proposed, that the covenant would "... protect the interests of DNR and its long term end of protecting the dunes and beaches". The following rulings are made on the proposed findings of fact submitted on behalf of the Respondent. The proposed findings of fact in paragraphs 1-2, 5-6, 10-16, 24-27, 30-31, and 33 are adopted in material part by paragraph 1 of the Recommended Order. The proposed findings of fact in paragraphs 3 and 4 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraph 21 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraphs 7-9 and 28-29 are rejected as being unnecessary to the conclusions reached or as being subordinate to the findings made. The proposed findings of fact in paragraphs 17-20, 23, and 32 are rejected as being unnecessary to the conclusions reached. These proposed findings are incorporated in part as conclusions of law. The proposed findings of fact in paragraph 22 are adopted in part by the Recommended Order, and are rejected in part as being subordinate to the findings made. COPIES FURNISHED: Kenneth G. Stevens 412 Northeast Fourth Street Fort Lauderdale, Florida 33301 Dana M. Wiehle, Esquire Assistant General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Room 1003 Tallahassee, Florida 32399-3000 Tom Gardner Executive Director Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Ken Plante General Counsel Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000
The Issue The issues to be determined is whether the City of Destin (“City”) has demonstrated its entitlement to place dredged material from the maintenance dredging of the East Pass (“East Pass” or “inlet”) entrance channel conducted pursuant to the Consolidated Joint Coastal Permit and Sovereign Submerged Lands Authorization, Permit Number: 0288799-003-JC (“Permit”), in the swash zone east of East Pass in accordance with the Notice to Proceed (“NTP”); and whether the Inlet Management Plan referenced in the NTP is an unadopted rule as described in section 120.57(1)(e), Florida Statutes.
Findings Of Fact Based upon the demeanor and credibility of the witnesses, the stipulations of the parties, and the evidentiary record of this proceeding, the following Findings of Fact are made: The Parties Petitioners, David H. Sherry and Rebecca R. Sherry, own Unit 511 at the Surf Dweller Condominium, 554 Coral Court, Fort Walton Beach, Florida. The Surf Dweller Condominium, which is on Santa Rosa Island in the unincorporated community of Okaloosa Island,1/ fronts the Gulf of Mexico, and straddles DEP Reference Monument R-7, which is between three and four miles west of DEP Virtual Monument V-611, and is between five and six miles west of the west side of East Pass. The Sherrys use the beach at their condominium on a daily basis for fishing, crabbing, swimming, walking, running, and general recreation. They also walk or run from Monument R-7 along the beaches to East Pass, and occasionally drive to and use the beaches on the east side of East Pass. Petitioner, John S. Donovan, owns Units 131 and 132 at the El Matador Condominium, 909 Santa Rosa Boulevard, Fort Walton Beach, Florida. The El Matador Condominium is on Okaloosa Island, fronts the Gulf of Mexico, and is approximately five miles west of Monument V-611, and is more than six miles west of the west side of East Pass. Mr. Donovan generally walks the beaches west of his condominium, but does occasionally walk along the beach to Monument V-607, which is the location of a seawall constructed by the Air Force on sovereign submerged lands to protect an Air Force tracking facility. Intervenor, Thomas Wilson, resides at 856 Edgewood Drive, Charleston, West Virginia, and owns a secondary residence at 1530 Miracle Strip Parkway, No. 101-B, Fort Walton Beach, Florida, in the vicinity of Monument R-14. Mr. Wilson uses and enjoys the gulf-front beaches between his property on Okaloosa Island and East Pass. Petitioners’ stated injuries are related to the allegation that the lateral movement of sand from the East Pass areas of influence is from east to west. Placing dredged material in the eastern disposal site would allegedly deprive the beaches in front of their property -- beaches that are miles from the nearest area of influence or spoil disposal site -- of their natural sand supply by cutting off what they allege to be the natural sand flow, causing the beaches in front of their properties to eventually erode. Petitioners alleged no immediate environmental injuries associated with the NTP. Petitioners’ stated objective in this case is to have any sand dredged from East Past to be placed on the western disposal areas at all times. The City is the applicant for the Permit and the NTP, and abuts the east side of East Pass. DEP is an agency of the State of Florida pursuant to section 20.255, Florida Statutes. DEP is the permitting authority in this proceeding and issued the NTP at issue in this proceeding to the City. The NTP was issued on February 2, 2018, without notice of rights language regarding the right to request a hearing or time limits for doing so. Petitioners received a copy of the NTP on October 1, 2018, and filed a challenge more than 14 days later, on November 30, 2018. East Pass Prior to 1928, the connection from Choctawhatchee Bay to the Gulf of Mexico flowed through what is now Old Pass Lagoon. After a storm in 1928, a high-tide breach of the shoreline near the current location of East Pass was formed. In 1929, a record rain event caused waters to rise in Choctawhatchee Bay. Residents of the area dug a relief channel at roughly the present location of East Pass. The waters releasing through the more hydraulically efficient flow path from Choctawhatchee Bay established a channel, which quickly enlarged to become the prominent inlet to the Gulf of Mexico. The permanent channel, now known as East Pass, is the only navigable passage from Choctawhatchee Bay and the Intercoastal Waterway to the Gulf of Mexico between Panama City, Florida, and Pensacola, Florida. East Pass separates the gulf-fronting beaches of the City to its east from the beaches owned by the United States as part of Eglin Air Force Base to the west. The entrance to East Pass is protected by two boulder-mount jetties: a 3,860 foot- long jetty on the west side of the inlet and a 1,210 foot-long jetty on the east side of the inlet. East Pass is an ebb tide dominated inlet, with a sizable amount of sediment moving in and out. When outgoing tidal flow moves though the constriction formed by the jetties, flow velocities are accelerated. When the water, and any entrained sediment, passes the jetties, flow tends to spread out to the east, west, and south, and naturally loses velocity. When the outgoing tidal waters reach a critical velocity where they can no longer carry the sand, the sand drops out of suspension, which forms the ebb shoal. Essentially, the ebb shoal is a large, semi-circular sandbar extending from the mouth of East Pass that was created by the ebb tide carrying sediments south. East Pass is a highly dynamic inlet system. There are processes spurred by the configuration and location of East Pass, tides, waves, and storms that have resulted in currents running to the east and west that change on a frequent basis. The Physical Monitoring Plan (“PMP”), which is part of the Permit, and thus, not subject to challenge in this case, established, for the period of 1996 through 2007, “a trend of west to east longshore transport, resulting in net gain immediately west of [East Pass] and a significant loss of sand along Holiday Isle east of [East Pass].” The PMP further established that a “drift nodal point” existed at East Pass. Longshore transport at uniform coastal locations is generally in one direction. However, when there are wave events coming from varying angles, and where beach contours are not parallel and uniform, or even linear, it is common for transport reversals to occur. The point at which those reversals occur is referred to as a nodal point. That point can be where east and west transport converges, or where it diverges. The shoreline in the vicinity of East Pass has exhibited “quite a few” nodal points over the past decade, resulting in frequent drift reversals and sand transport to the east and the west. The evidence as to the existence and effect of the East Pass drift nodal point, and its affect on the lateral transport of sand in the area, including the East Pass areas of influence, was substantiated by testimony and other evidence introduced at the final hearing. The testimony and evidence that there is no consistent direction of lateral sand transport in the vicinity of East Pass, and no predominant lateral current transporting sand in a westerly direction, is accepted. Evidence to the contrary was not persuasive. East Pass includes a federal navigation channel. The federal navigation channel requires routine maintenance to prevent it from shoaling. On an average, East Pass is dredged in two-year intervals. The last time that East Pass was dredged was in December of 2013. It has now shoaled with sand and become very hazardous for marine traffic. In December of 2018, the City declared a state of emergency relating to the navigational hazards caused by the accumulation of sand in the navigation channel. The Permit On February 26, 2015, DEP issued the Permit, which authorized the City to perform “periodic maintenance dredging of the federally authorized East Pass and Destin Harbor and navigation channels.” The Permit will expire on February 26, 2030. Notice of the issuance of this Permit was published in the Destin Log, a newspaper of general circulation, on December 24, 2014. No challenge to the issuance of the Permit was filed. As it pertains to the issues in this proceeding, the Permit provides that “Dredged material from . . . maintenance dredging activities will be placed in the swash zones of the beaches east and west of East Pass, as specified in the East Pass Inlet Management Plan.” The specific beach spoil placement sites are, as relevant to this proceeding, located “west of East Pass . . . between [DEP] reference monuments V-611 and V-622; and on 2 beach sites situated east of East Pass . . . from R-17 to R-20.5 and from R-23.5 to R-25.5.” Those areas correspond to what have been identified as the “areas of influence,” which are the beach areas east and west of East Pass that are affected by tidal forces generated by the inlet. The specified beach spoil placement sites, being conditions of the unchallenged Permit, are not subject to challenge in this case. The Permit establishes the criteria by which specific work is to be authorized. Specific Condition 5 provides, in pertinent part, that: 5. No work shall be conducted under this permit until the Permittee has received a written notice to proceed from the Department for each event. At least 30 days prior to the requested date of issuance of the notice to proceed, the Permittee shall submit a written request for a Notice to Proceed along with the following items for review and approval by the Department: * * * Prior to the second dredging event authorized under this permit, and each subsequent event, the Physical Monitoring Data, as specified in Specific Condition 9, shall be submitted to select the appropriate placement locations. Specific Condition 9 provides that: Following the initial placement of material on Norriego Point, fill site selection shall be supported by the latest physical monitoring data over a minimum of five years in accordance with the adopted East Pass Inlet Management Implementation Plan (July 24, 2013). All physical monitoring shall be conducted in accordance to the Approved physical monitoring plan dated August, 2014. A notice to proceed for specific projects shall be withheld pending concurrence by the Department that the data support the proposed placement location. The purpose of Specific Condition 9 is to identify, using supporting monitoring data from the eastern and western areas of influence, the “adjacent eroding beach” most in need of sand from the inlet. The requirement that physical monitoring data be used to determine which of the beach spoil placement sites identified in the Permit’s Project Description will receive the spoil from any particular periodic dredging event was to implement section 161.142, Florida Statutes. That section mandates that “maintenance dredgings of beach-quality sand are placed on the adjacent eroding beaches,” and establishes the overriding policy of the state regarding disposition of sand from navigational channel maintenance dredging. East Pass Inlet Management Implementation Plan The East Pass Inlet Management Implementation Plan (“East Pass IMP”) was adopted by Final Order of DEP on July 30, 2013.2/ The East Pass IMP was not adopted through the rulemaking procedures proscribed by chapter 120, Florida Statutes, or DEP rules. Despite a comprehensive Notice of Rights advising persons whose substantial interests could be affected of the means by which the East Pass IMP could be challenged, it was not. There are 44 maintained inlets in Florida. About half have individual inlet management plans. The East Pass IMP is not applicable to any inlet other than East Pass. The East Pass IMP does not require that any quantity of dredged material from the dredging of East Pass be placed at any particular location other than as established in the Permit. Rather, the disposal site is to be determined on a case-by-case basis based on the best monitoring data available for the beaches in the area of influence of East Pass. The critical element of the IMP, and that in keeping with the statutory requirement that sand be placed on “adjacent eroding beaches” is the “strategy” that “the recent erosion of adjacent beaches observed over a minimum of five years shall define the placement need in terms of location and volume.” The East Pass IMP, being applicable only to East Pass, is not of “general applicability.” Furthermore, the East Pass IMP does not implement, interpret, or prescribe law or policy. The Notice to Proceed On January 30, 2018, the City filed its Request for Notice to Proceed (“Request”). The Request addressed the criteria in Specific Conditions 5 and 9 of the Permit. Upon review, DEP determined the conditions of the Permit were satisfied and issued the NTP on February 2, 2018. The analysis of data submitted as part of the Request was designed to show areas of erosion and accretion within the eastern and western areas of influence in order to identify “critically eroded beaches.” The shoreline of Santa Rosa Island to the west of East Pass has historically been stable. To be sure, as is the case with any shoreline, there will be some areas of erosion and some areas of accretion. After Hurricanes Ivan and Opal, areas of Santa Rosa Island experienced erosion. DEP declared the shoreline to be critically eroded after the 2004-2005 hurricane seasons, which prompted Okaloosa County to commission a study to monitor the health of the Monuments R-1 through R-16 beach segment, a segment that includes Petitioners’ residences. Despite the fact that no post-storm beach restoration occurred in the area, the beach recovered naturally and gained sand following the post-storm recovery. In addition, Santa Rosa Island is known for “beach cusps,” which are crenulate3/ shapes along the shoreline. Depending on the season and storm conditions, those beach cusps can have a localized erosive effect on the beach, but those tend to be seasonal. They do not negate what the evidence shows to be the overall stable to accretional conditions of the beaches west of East Pass from Monument V-622 to Petitioners’ residences. Mr. Trammell offered testimony, including a discussion of photographic evidence, demonstrating the beaches west of East Pass have large dunes; multiple dune lines; tall, and thick vegetated dunes indicating established dune growth; pioneering vegetation indicating active, healthy dune growth and accretion; partially buried signs indicating dune advance; and broad and expansive beaches. Those features are indicative of a stable and accretional shoreline. Mr. Trammell’s testimony as to the western spoil disposal site was convincing and is accepted. At present, the Santa Rosa Island shoreline is not deemed by DEP to be “critically eroded.” The photographic evidence supports the data collected over time for the beaches west of East Pass, and the testimony offered at the final hearing, which collectively establishes, by a preponderance of the evidence, that the beaches to the west of East Pass are stable and accretional, are not subject to erosion caused by East Pass, and are not “adjacent eroding beaches” as that term is used in section 161.142. The shoreline east of East Pass, including the eastern area of influence and the proposed dredge material disposal sites at Monuments R-17 to R-20.5 and R-23.5 to R-25, except for the area immediately abutting the eastern jetty, is highly erosional. Mr. Trammell offered testimony, including a discussion of photographic evidence, demonstrating the beaches east of East Pass exhibit the following signs of significant and ongoing erosion: extensive dune erosion; exposed sea oat roots; reduced beach elevation; reduced beach width; crenulate bays; newly built dune walkovers that replaced old walkovers claimed by erosion; dune walkovers in close proximity to the shoreline indicating that the shoreline had receded to the walkover; and beach scarping at the shoreline indicating active erosion. Mr. Trammell’s testimony as to the eastern spoil disposal sites was convincing and is accepted. The eastern areas of influence are currently designated to be “critically eroded” by DEP, a designation maintained for more than 10 years. The photographic evidence supports the data collected over time for the beaches east of East Pass, and the testimony offered at the final hearing, which collectively establishes, by a preponderance of the evidence, that the beaches to the east of East Pass are critically eroded, a condition that is influenced by East Pass and or its navigational channel, and are “adjacent eroding beaches” as that term is used in section 161.142. Data in Support of the NTP The data submitted by the City to DEP in support of the Request included monitoring data for the eastern beach placement areas from the West Destin Four-Year Post-construction Monitoring Report and earlier annual post-construction reports covering the period from October 2012 to July 2017, and additional data from the Holiday Isle Emergency Beach Fill Two-Year Post-construction Report. DEP was also provided with historical monitoring data for the area west of East Pass, including the Western Beach Monitoring Report, which covered 2006 to 2017, and the Potential Borrow Area Impact Report, which included data from 1996 through 2012. DEP has also received recent profile data from April 2019. These reports, and the data contained within them, cumulatively provide more than 20 years of survey date, and demonstrate convincingly that the shoreline to the west of East Pass has been stable or accreting, and the areas to the east are eroded. The data submitted in support of the Request was sufficient to meet Specific Condition 9 that fill site selection be supported by the latest physical monitoring data over a minimum of five years in accordance with the East Pass IMP. Petitioners argue that the City failed to comply with the PMP, which requires, among other things, that the analysis of the dredged material disposal area include “preconstruction survey data and the most recent survey conducted at least five years prior.” The PMP establishes that “[p]reconstruction surveys shall be conducted no more than 90 days before construction commences. A prior beach monitoring survey of the beach and offshore may be submitted for the pre-construction survey if consistent with the other requirements” of the PMP. The City submitted a prior beach monitoring survey of the beach and offshore that is consistent with the PMP. Petitioners argue that the City violated a temporal limitation which provides that the City “may submit a prior beach restoration monitoring report for the west or east beach areas (Walton-Destin or Western Destin Beach Restoration Project) if the monitoring data is collected within 1 year of the proposed maintenance dredging event and if consistent with the other requirements of this condition.” Petitioners acknowledge in their PRO that the beach restoration monitoring report was timely when the Request for NTP was submitted. The information contained therein was sufficient to support the notice of proposed action on the NTP. The otherwise compliant data is no longer within one year of the proposed dredge. In that regard, the litigation in this case, initiated by Petitioners, has been ongoing for almost one year. Work authorized by the NTP cannot go forward when subject to challenge. If the PMP, which is not a rule, is unreasonably read so as not to account for delay caused by litigation, such delay becomes a tool for use by, and a reward for, a person dissatisfied with DEP’s outcome. In this case, the NTP was lawfully issued pursuant to compliant data, surveys, and analysis. As with any permit or license subject to a third- party challenge, the terms of the NTP are tolled pending Petitioners’ litigation, and do not become a ground for denial of the otherwise compliant Request. See § 120.60(1), Fla. Stat. (“An application for a license must be approved or denied within 90 days after receipt of a completed application unless a shorter period of time for agency action is provided by law. The 90-day time period is tolled by the initiation of a proceeding under ss. 120.569 and 120.57. Any application for a license which is not approved or denied . . . within 45 days after a recommended order is submitted to the agency and the parties, . . . is considered approved unless the recommended order recommends that the agency deny the license.”).4/ Furthermore, DEP has now received recent profile data from April 2019. The evidence establishes that the data provided to DEP as part of the Request includes the latest physical monitoring data over a period of greater than five years, and that the data collection met the standards for conducting physical monitoring. Fill Site Selection The NTP authorized “placement of dredged material in the swash zone east of East Pass.” In accordance with the Permit, that authorized area extends eastward from R-17 to R-20.5 and from R-23.5 to R-25.5, in Holiday Isle. The evidence is persuasive that placing dredged material on the eastern side of East Pass would not result in erosion on the western side of East Pass. Dredged material placed in the western beach placement area, and in the “shadow” of the western jetty, will tend to remain in that area. It would take a very long time, if at all, for that material to migrate further to the west. However, dredged material placed to the east of East Pass would, if the lateral shoreline drift is east to west as asserted by Petitioners (though not supported by a preponderance of the evidence as set forth in paragraphs 11 through 13), be introduced into the ebb shoal and likely move faster to the west as opposed to it being placed directly at the base of the west jetty. As such, placement of the dredged material on the eastern beach placement areas would, more likely than not, accomplish the beach effect objectives set forth in the Petition. The Eglin AFB Beach Restoration Project Petitioners relied heavily on photographs taken in 2010 and 2019 from roughly the same location in the vicinity of Monuments V-607 to V-608 to demonstrate that the beaches of Santa Rosa Island are eroding. The area depicted is outside of the area of influence of East Pass, and outside of the western beach placement area under the Permit. Those photographs depict a wide expanse of beach in 2010, with a seawall well upland from the shore in 2010. Then, in 2019, a photograph depicting the same stretch was offered that showed the same seawall, now at or below the water line. The photographs were, ostensibly, designed to depict naturally occurring erosion in the area. Mr. Clark testified that the seawall and boulder mound structure depicted in both photographs protect an Air Force mission-critical tracking facility. The seawall was originally constructed in 1979 after Hurricane Frederick, was constructed at that time to extend into the water, and was maintained in that configuration through the 1990s. One could not walk around the original seawall. Rather, for most of its history, passage around the seaward side of the seawall could only be accomplished by swimming or wading. The original seawall was damaged by Hurricane Opal, and destroyed by Hurricanes Ivan and Dennis in 2004 and 2005. The Air Force, needing to reconstruct the wall, applied for and received a joint coastal construction permit, allowing the structure to be constructed on sovereign submerged land below the line of mean high water. The seawall was rebuilt and, as stated by Mr. Clark, “it was in the water.” In 2010, the Air Force performed the small Eglin Air Force Base Beach Restoration Project, which placed artificial fill in front of the seawall, thereby creating a temporary beach. That beach fill project was “a one-shot deal,” did not involve any subsequent maintenance, and is now essentially gone, as was expected. Mr. Clark was neither surprised nor concerned with the fact that the area returned to what he described as its natural state, with the seawall below mean high water. The 2019 photograph was presented as evidence of erosion caused by East Pass. That was not the case. Rather, the 2010 photograph was evidence of an artificial and singular event, and the 2019 photograph depicts the natural state of the shoreline. Rather than depicting erosion, the 2019 photograph depicts a return to the stable shoreline that exists all along Santa Rosa Island to the west of East Pass. The photographs of the site of the 2010 Eglin Air Force Base Beach Restoration Project do not support a finding that the beaches of Santa Rosa Island are anything but stable, if not accretional, nor do they support a finding that the beaches of Santa Rosa Island are eroding. Ultimate Factual Conclusion Specific Condition 9 of the Permit requires the location of the spoil disposal be supported by the latest physical monitoring data over a minimum of five years in accordance with the East Pass IMP and the PMP. The greater weight of the competent substantial evidence establishes that the City submitted physical monitoring data consistent with the requirements of Specific Condition 9. The greater weight of the competent substantial evidence establishes that the eastern areas of influence of East Pass, including the beach disposal areas at R-17 to R-20.5 and R-23.5 to R-25.5, are critically eroded, a condition influenced if not caused by the East Pass, and constitute East Pass’s “adjacent eroding beaches.” Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the western areas of influence of East Pass, including the beach disposal areas at Monuments V-611 to V-622, are stable, if not accreting, and are not East Pass’s “adjacent eroding beaches.” Evidence to the contrary was not persuasive. The greater weight of the competent substantial evidence establishes that the City met the standards for the NTP as proposed for issuance by DEP on February 2, 2018. Evidence to the contrary was not persuasive. Thus, the NTP should be issued.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order: Approving the February 2, 2018, Notice to Proceed for the maintenance dredging of East Pass as authorized pursuant to Consolidated Environmental Resource Permit and Sovereign Submerged Lands Authorization No. 50-0126380-005-EI and State- owned Lease No. 0288799-003-JC, subject to the general and specific conditions set forth therein; and Denying the City of Destin’s Motion for Attorney’s Fees, Expenses and Costs pursuant to section 120.595(1). DONE AND ENTERED this 14th day of October, 2019, in Tallahassee, Leon County, Florida. S E. GARY EARLY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 2019.
The Issue The issue in the case is whether the Town of Beverly Beach's Comprehensive Plan Amendment 03-1, initially adopted by Ordinance 2003-ORD-6 and amended by Ordinance 2004-ORD-6, is "in compliance," as required by Section 163.3184, Florida Statutes (2004).
Findings Of Fact The Department is the state land planning agency and has authority to administer and enforce the Local Government Comprehensive Planning and Land Development Regulation Act, Chapter 163, Part II, Florida Statutes (2004). One of the Department's duties under the Act is to review proposed amendments to local government comprehensive plans to determine whether the amendments are in compliance with the Act. The Town of Beverly Beach is a small municipality in Flagler County, Florida, and has the duty and authority to adopt a local government comprehensive plan pursuant to Chapter 163, Florida Statutes (2004), and to amend the plan from time to time. In June 2002, the Town proposed to amend its Future Land Use Map (FLUM) to change some of the land uses within the 37-acre Shelter Cove Planned Unit Development (PUD). The Shelter Cove PUD was the subject of an earlier lawsuit in the circuit court for Flagler County brought by the owners and developers of the property after the Town denied their PUD application. In 2002, the court entered judgment against the Town and ordered the Town to approve the PUD application. In its order, the court included a statement that the Shelter Cove PUD was consistent with the Beverly Beach Comprehensive Plan. The purpose of the plan amendment proposed in June 2002 was to re-designate 14.25 acres from Conservation/Spoil Area to Low Density Residential, 0.75 acres of Conservation/Spoil Area to Medium Density Residential, and 8.25 acres of Low Density Residential to Medium Density Residential. The proposed amendment was transmitted to the Department for compliance review. In its July 2003 ORC Report, the Department set forth four objections to the proposed amendment: 1) increased density in a Coastal High Hazard Area; 2) no traffic impact analysis regarding emergency evacuation; 3) inadequate potable water and sanitary sewer services; and 4) unsuitability for development because of saltwater marsh and potential use by threatened and endangered animal species. The Town made changes to the proposed amendment to address the Department's objections and adopted Plan Amendment 03-1 on October 6, 2003. One significant change made by the Town was to reduce the size of the land affected by the amendment from 23.25 acres to 14.5 acres. The stated purpose of the revised amendment was to deal exclusively with the spoil areas within the Shelter Cove PUD; to convert them from Conservation to Low Density Residential. The Department was not satisfied with the changes made by the Town and on November 17, 2003, it issued a Statement of Intent To Find The Comprehensive Plan Amendment Not In Compliance. This statement did not reassert the four objections of the ORC Report, but identified only two reasons for its determination that Plan Amendment 03-1 was not in compliance: 1) increased density in a Coastal High Hazard Area that would increase evacuation clearance times and 2) inadequate sanitary sewer facilities based on the denial of the utility's permit renewal by the Department of Environmental Protection (DEP). The Department recommended remedial actions that would bring Plan Amendment 03-1 into compliance. Thereafter, the Department and Town entered into a compliance agreement to identify remedial actions by the Town that would bring the plan amendment into compliance. Pursuant to the agreement, the Town adopted remedial measures in Ordinance 2004-ORD-6 (the Remedial Ordinance) that caused the Department to determine that the plan amendment was in compliance. The Remedial Ordinance (with additions and deletions as indicated in the ordinance) states in pertinent part: Limiting Density on the 14.5-acre amendment site & Hurricane Evacuation Plan Future Land Use Element: contains policies controlling the density and intensity of development (both residential and non- residential) in the Town of Beverly Beach. Policy A.1.1.9 The Low Density Residential (LDR) land use (up to 5 dwelling units/acre) shall be applied to 14.5 acres of upland spoil sites in the Shelter Cove development as shown in Exhibit A, not to exceed a total gross density of 28 residential units. In addition to the provisions described in Policy 1.1.4, the following provisions shall apply to the Shelter Cove Development: Residential land use for the Shelter Cove Planned Unit Development(PUD)shall be limited to a maximum of 115 dwelling units. The Town of Beverly Beach shall not issue a permit or certificate of occupancy until the Building Official certifies the required public facilities and services will be provided consistent with Chapter 9J-5, Florida Administrative Code (see Policy A.1.1.1). * * * Policy A.1.1.10 No later than December 2005, Beverly Beach shall revise its comprehensive plan to update the goals, objectives and policies and future land use map series and transmit such revisions to the Department of Community Affairs. The updated plan shall reflect changes to Chapter 163, Florida Statutes, and Rule 9J-5, Florida Administrative Code, since the plan went into effect in 1991. This revision shall be based on a planning period through Year 2015, with current and forecasted conditions and satisfy data and analysis requirements. * * * Revise policies under Objective D.2.1, Beverly Beach Comprehensive Plan regarding the provision of potable water and sanitary sewer Public Infrastructure/Facilities Element: refers to the protection of water quality by specific policies that require deficiencies in wastewater treatment facilities be corrected in accordance with DEP requirements. Objective D.2.1 By December 31, 1992 December 31, 2005, the Town shall require that existing deficiencies in the wastewater treatment package plants owned by Surfside Utilities operated by Ocean City Utilities be corrected in accordance with FDER Department of Environmental Protection [DEP] requirements. Policy D.2.1.1 As the Town does not own the wastewater treatment plants nor has operational control over the same, the Town shall formalize a coordination committee to include the owner/operator of Surfside Utilities Ocean City Utilities, the members of the Town Commission, members of the Flagler County Board of County Commissioners or their appointee, members of the City of Flagler Beach Commission or their appointee, and FDER the Department of Environmental Protection [DEP] and any other identified stakeholder in the Town. Policy D.2.1.2 The Town shall use the coordination committee to address the deficiencies in the wastewater plants, to set priorities for upgrading and replacing components of the plants, and to request FDER the Department of Environmental Protection [DEP]to increase and enforce their regulations requiring periodic monitoring and maintenance of package treatment plants. Policy D.1.2.3 The Town shall use the coordination committee to investigate the feasibility of assuming operational responsibility of the wastewater treatment system by another entity. Applying the five dwelling units per acre density allowed in the Low Density Residential category to 14.5 acres would generate 72.5 units. However, as indicated above, the Remedial Ordinance also restricted the total allowable dwelling units in the 14.5 acres to 28 units. The 28 units coincide with the site plan for the Shelter Cove PUD that was the subject of the circuit court judgment. The site plan called for 28 single- family lots in the former spoil areas. Charles Osbourne, Bernard Knight, and Mary Jo Knight were residents of the Town of Beverly Beach when the Town adopted Plan Amendment 03-1. They intervened against the Town in the original proceedings initiated by the Department. Following the Department's determination that the plan amendment had been brought into compliance by the Remedial Ordinance, they filed an Amended Petition to Intervene and were realigned as the Petitioners. On some date between the filing of their original petition in this case and the date of the final hearing, Petitioners Bernard Knight and Mary Jo Knight moved out of Beverly Beach. They are no longer residents of the Town. In their Amended Petition to Intervene, the Petitioners assert that the Remedial Ordinance did not resolve all the problems originally identified by the Department's ORC Report, and Plan Amendment 03-1 is still not in compliance. The Petitioners' objections to the amendment fall into three categories: insufficient and inaccurate data and analysis, insufficient legal description for the lands affected by the plan amendment, and inadequate wastewater services available for the increased density resulting from the amendment. These three categories will be used to organize the findings of fact that follow. Data and Analysis/Maps The Petitioners assert that the maps used for Plan Amendment 03-1 and the Remedial Amendment are not the official maps currently contained in the Beverly Beach Comprehensive Plan. They contend the unofficial maps contained errors that caused some of the area designated as Conservation/Saltwater Marsh to be included in the 14.5 acres re-designated Low Density Residential. At the hearing, the Petitioners also attempted to show that maps used by the Town with Plan Amendment 03-1 were not consistent with the Beverly Beach FLUM with regard to the depiction of saltwater marsh areas outside the 14.5 acres affected by the plan amendment. Whether such discrepancies exist is not a relevant inquiry for determining whether Plan Amendment 03-1 is in compliance. A 1997 report regarding threatened and endangered animal species, prepared by Lotspeich and Associates for the developer of the Shelter Cove PUD, includes a statement that there are 10.3 acres of spoil on the 37-acre PUD site. That figure is inconsistent with the Town's claim that the lands affected by Plan Amendment 03-1 consist of 14.5 acres of spoil. Lindsay Haga, a regional planner with the Northeast Florida Regional Planning Council (Council), made the determination that there are 14.5 acres of spoil area. Because the Town does not have a professional planning staff, the Council was providing planning services to the Town under contract. Ms. Haga worked on Plan Amendment 03-1 on behalf of the Town. Ms. Haga obtained a mapping of the land uses within the Shelter Cove PUD from information maintained by the St. Johns River Water Management District (District). The land use categories are based on the Future Land Use Classification Categorization System, and were applied by the District using aerial photography. Using professional software called "ArcView," Ms. Haga derived the size of the various land uses mapped within the Shelter Cove PUD by the District. The software calculated the size of the spoil areas as 14.5 acres. According to Ms. Haga, planners use this method "100 percent" of the time to delineate land uses on future land use maps. Ms. Haga was called as a witness by the Petitioners and by Beverly Beach and testified at length on direct and cross-examination on how she determined the size of the spoil areas. Nevertheless, some ambiguity remains as to whether the size and position of the spoil areas designated in the official Town FLUM are the same as their size and position as delineated by Ms. Haga for Plan Amendment 03-1 using information from the St Johns River Water Management District. The Town and the Department seem to suggest in their joint post-hearing submittal that the size and position of the spoil areas on the FLUM can be "cleaned up" or re-drawn using more site-specific information presented at the final hearing. The implication is that, if the Town's FLUM delineated less than 14.5 acres as Conservation/Spoil Area, but better data is presented at the hearing to show that the spoil areas actually cover 14.5 acres, the FLUM delineation can be ignored or treated as if did cover 14.5 acres. The redrawing of land uses as they are depicted on an adopted FLUM is arguably beyond the authority granted to the Department in Chapter 163. That issue need not be decided on this record, however, because the more credible and persuasive evidence shows there were no material changes to the size and position of the spoil areas in Plan Amendment 03-1, and no saltwater marsh was re-designated as Low Density Residential. Data and Analysis/Topographic Information The Petitioners assert that topographic data used by the Town was flawed and did not accurately reflect that much of the Shelter Cove PUD is within the 100-year floodplain. For example, the June 2002 Transmittal Packet sent to the Department included a statement that, "According to FEMA the 100 year floodplain is confined to the saltwater marsh areas located adjacent to the Intracoastal Waterway." At the hearing, the Town admitted that some of topographic information was inaccurate and described it as a "scrivener's error." The parties stipulated to the introduction into evidence of topographic information that indicates a portion of the 14.5 acres affected by Plan Amendment 03-1 lies within the 100-year floodplain. The Petitioners have not shown how the inclusion of inaccurate topographic in the data and analysis causes Plan Amendment 03-1 to be not in compliance; or, put another way, the Petitioners have not shown how the accurate topographic information proves Plan Amendment 03-1 will be inconsistent with the Beverly Beach Comprehensive Plan or applicable state laws and regulations. The Beverly Beach Comprehensive Plan does not prohibit Low Density Residential uses in the 100-year floodplain. Data and Analysis/Clustering The Petitioners contend that the data and analysis was flawed because it included a reference to the possibility of clustering dwelling units to avoid adverse impacts to areas unsuitable for development, but the Town has no regulations that allow for or address clustering. Neither the Amended Petition to Intervene nor the evidence presented by the Petitioners makes clear how this alleged error causes Plan Amendment 03-1 to be not in compliance. Any alleged error must relate to the 14.5 acres affected by the amendment. The Petitioners did not show that clustering of dwelling units is planned or necessary on the 14.5 acres. Data and Analysis/Scrub Jays The Petitioners contend that the data and analysis is insufficient because it fails to describe and account for the current use of the site by the Florida scrub jay, a bird listed as threatened by the Florida Fish and Wildlife Conservation Commission and the United States Fish and Wildlife Service. The Town and Department stipulated that scrub jays have been seen on the property. Charles Osbourne and Gail Duggins, a birdwatcher, testified that they have seen scrub jays in the Shelter Cove PUD area on several occasions. They marked Petitioners' Exhibit 15 to indicate eight specific sites within the PUD where they had observed scrub jays. None of the marked sites are located on the 14.5 acres affected by Plan Amendment 03-1. Lotspeich and Associates conducted a scrub jay survey on the 37-acre Shelter Cove PUD in 1997. They observed no scrub jays on the 14.5 acres that will be affected by Plan Amendment 03-1. In the written report of the survey, Lotspeich and Associates concluded that, "no jays reside on-site nor did any birds react as though they were defending territory which extended onto the property." Following a second survey in 2002, Lotspeich and Associates reached the same conclusion that the property "is unlikely to support a resident Florida scrub jay population." The observations of scrub jays made by Mr. Osbourne and Ms. Duggins do not contradict the conclusions of the Lotspeich and Associates reports. Mr. Osbourne and Ms. Duggins did not offer an opinion (and no foundation was laid for their competence to offer such an opinion) that scrub jays reside on the 14.5 acres affected by Plan Amendment 03-1. The Department's ORC Report stated that the originally-proposed amendment was not consistent with Policy E 1.4.3 of the Town's comprehensive plan which calls for the Town to obtain information from appropriate agencies concerning the known locations of listed plant and animal species. The Department recommended in the ORC Report that the Town conduct a survey for gopher tortoises and other listed species. The Department's objection about listed species, however, was not included its subsequent Statement of Intent to Find The Comprehensive Plan Amendment Not in Compliance. The Town had available to it, as part of the data and analysis to support Plan Amendment 03-1 and the Remedial Amendment, the Lotspeich and Associates reports prepared for the United States Fish and Wildlife Service. The reports convey the results of Lotspeich and Associates' surveys of the Shelter Cove PUD property for gopher tortoises, scrub jays and other listed species. It is likely to be the best information available since it is a site-specific, scientific study. The Petitioners did not show that better data were available or that the Lotspeich and Associates reports are flawed. In fact, the Lotspeich and Associates reports were exhibits offered by the Petitioners. Policy E.1.4.3 of the Beverly Beach Comprehensive Plan directs the Town to adopt land development regulations that provide protections for known listed species. Land development regulations are the usual and appropriate tools for applying specific protective measures to specific development proposals. No regulations have yet been adopted by the Town to protect listed species. Listed species are not left unprotected from development activities in the Town, however, since there are both state and federal laws to protect listed species and their habitats. Data and Analysis/Beach Access The Petitioners contend that the data and analysis was insufficient because it indicated that there are five locations in the Town where the public can gain access to the beach, but the Petitioners allege there are only two public beach walkovers that qualify under the Beverly Beach Comprehensive Plan. The beach access issue relates to the Town's recreational level of service standard adopted in the Recreation and Open Space Element of the Beverly Beach Comprehensive Plan. Policy F.1.1.1 specifies that the adopted level of service standard is "Five publicly-owned beach access facilities." The Petitioners apparently believe that the easements acquired by the Town that provide for public beach access across private property do not qualify as publicly-owned beach access facilities as contemplated by the Beverly Beach Comprehensive Plan. The term "publicly-owned beach access facilities" is not defined in the Recreation and Open Space Element, but one can find a statement at page F-2 that, "Access points and parking areas are support facilities for public owned beaches." Therefore, the Town considers an access point, without any man- made structures, to be a "facility." Furthermore, the comprehensive plan, itself, includes a map that depicts the location of the five public beach access points. It must be assumed that these access points met the Town's intent and meaning. By raising the issue of whether the data and analysis for Plan Amendment 03-1 is accurate in referring to the existence of five public beach access points, the Petitioners are collaterally attacking the existing comprehensive plan. Stephen Emmett, the mayor of Beverly Beach, stated that the five public beach access points depicted in the Beverly Beach Comprehensive Plan, as well as a new sixth beach access point, are currently maintained by the Town. Description of the Land Affected The Petitioners alleged in their Amended Petition to Intervene that the Town did not have an adequate legal description for the lands affected by the plan amendment. The issue was not raised in the Petitioners' Pre-Hearing Statement. When the Department objected to the Petitioners' presentation of evidence on this issue because it was not raised in their Pre- Hearing Statement, the Petitioners voluntarily withdrew the issue. Sanitary Sewer Services The Petitioners contend that sanitary sewer services are not adequate for the increased residential density that would result from Plan Amendment 03-1. The Beverly Beach Wastewater Treatment Facility is operated by Ocean City Utilities. Ocean City's application to renew the permit for the facility was denied by DEP in September 2003 because the facility was not in compliance with several DEP regulations. As a result of the denial of Ocean City's permit renewal application, DEP would not allow new customers to connect to the Beverly Beach Wastewater Treatment Facility, including the Shelter Cove PUD. DEP subsequently approved the connection of the Shelter Cove PUD wastewater collection system to the Beverly Beach Wastewater Treatment Facility. Permitting problems associated with the treatment plant was one reason for the Department's objection to the originally proposed plan amendment and the Department's subsequent determination that Plan Amendment 03-1 was not in compliance. No evidence was presented to show that Ocean City Utilities has corrected the deficiencies in the wastewater treatment plant or has obtained a renewal permit from DEP. Nevertheless, the Department determined that Plan Amendment 03-1 is in compliance based on the changes to the Beverly Beach Comprehensive Plan called for in the compliance agreement and adopted in the Remedial Ordinance. Objective D.2.1 of the Beverly Beach Comprehensive Plan was amended to require that existing deficiencies in the wastewater treatment plant be corrected by December 31, 2005. Policies D.2.1.1, D.2.1.2, D.2.1.3 were amended to re-constitute and re-energize a coordination committee to address the deficiencies in the wastewater plant and the feasibility of giving operational responsibility to another entity (such as Flagler County). In addition, the Remedial Ordinance amended Policy A.1.19 of the Beverly Beach Comprehensive Plan to prohibit the Town from issuing a permit or certificate of occupancy for the Shelter Cove PUD "until the Building Official certifies the required public facilities and services will be provided consistent with Chapter 9J-5, Florida Administrative Code." No dispute was raised about the available capacity of the Beverly Beach Wastewater Treatment Facility to serve the Shelter Cove PUD.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Community Affairs enter a final order determining that the Town of Beverly Beach Plan Amendment 03-1, and Remedial Ordinance 2004-ORD-6, are "in compliance" as defined in Chapter 163, Part II, Florida Statutes (2004). DONE AND ENTERED this 29th day of August, 2005, in Tallahassee, Leon County, Florida. S BRAM D. E. CANTER Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 29th day of August, 2005. COPIES FURNISHED: Shaw P. Stiller, Esquire Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 Sidney F. Ansbacher, Esquire Upchurch, Bailey and Upchurch, P.A. Post Office Box 3007 St. Augustine, Florida 32085-3007 Robert J. Riggio, Esquire Riggio & Mitchell, P.A. 400 South Palmetto Avenue Daytona Beach, Florida 32114 Thaddeus Cohen, Secretary Department of Community Affairs 2555 Shumard Oak Boulevard, Suite 100 Tallahassee, Florida 32399-2100 Heidi Hughes, General Counsel Department of Community Affairs 2555 Shumard Oak Boulevard, Suite 325 Tallahassee, Florida 32399-2100
The Issue Whether Permit Number 9330008850 (a building permit for the construction of a single-family residence and swimming pool) issued by Monroe County, Florida, to Fred Snowman is inconsistent with Monroe County's setback requirement pertaining to beach berms that are known turtle nesting areas.
Findings Of Fact Petitioner is the state land planning agency charged with the responsibility to administer the provisions of Chapter 380, Florida Statutes, and the regulations promulgated thereunder. Petitioner has the authority to appeal to the Florida Land and Water Adjudicatory Commission any development order issued in an area of critical state concern. Sections 380.031(18), 380.032, and 380.07, Florida Statutes. Monroe County is a political subdivision of the State of Florida, and is responsible for issuing development orders for development in unincorporated Monroe County, Florida. Monroe County issued the development order that is the subject of this appeal. Respondent Fred Snowman is a general contractor and is the owner of real property known as Lot 75, Matecumbe Ocean Beach subdivision, Lower Matecumbe Key, in Monroe County, Florida. The subject property is a residential lot that measures 100 feet by approximately 225 feet and was acquired by Mr. Snowman in September 1992. The subject property is bounded on the landward side by U.S. 1 and fronts the Atlantic Ocean. Respondent's lot is within the Florida Keys Area of Critical State Concern. On September 30, 1993, Monroe County issued building permit, Permit Number 9330008850, to Fred Snowman as Owner and General Contractor. This building permit is a development order in an area of critical state concern and is the subject of this proceeding. As reflected by the approved site plans, the permit authorizes the construction of a 2,472 square foot single-family residence with 1,568 square feet of porches, a 1,435 square foot storage enclosure below base flood elevation, and a swimming pool on the property. As permitted, all construction will be setback at least 75 feet from the mean high water line. There is no dispute between the parties as to where the mean high water line is located. Sections 9.5-335 through 9.5-345, Monroe County Code, are land development regulations that contain certain environmental performance standards relating to development. The purpose of these standards is "to provide for the conservation and protection of the environmental resources of the Florida Keys by ensuring that the functional integrity of natural areas is protected when land is developed." See, Section 9.5-335, Monroe County Code. Included in the environmental standards of the land development regulations is Section 9.5-345, Monroe County Code, entitled "Environmental design criteria," which provides, in relevant part: Disturbed Lands: All structures developed, used or occupied on land which are [sic] classified as disturbed on the existing conditions map shall be designated, located and constructed such that: * * * (3) On lands classified as disturbed with beach berm: * * * 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 is little dispute that Lower Matecumbe beach is an active nesting area for marine turtles. Loggerhead turtles, the primary marine turtles which nest on Atlantic beaches in the Keys, are a threatened species under the federal Endangered Species Act. There are thirty beaches in the Florida Keys which consist of loggerhead nesting habitat. The beach that fronts Mr. Snowman's property on Lower Matecumbe Key is a known turtle nesting beach that is ranked as the second most heavily nested beach in the Keys. The Monroe County comprehensive plan recognizes the beaches on Lower Matecumbe Key as known loggerhead turtle nesting beaches. Pursuant to the comprehensive plan, the County has prepared endangered species maps as a tool to be utilized in identifying known turtle nesting areas. At the time Mr. Snowman obtained approval of his permit application from Monroe County, the County's endangered species maps omitted an approximately 1.5 mile stretch of Lower Matecumbe Beach, including Mr. Snowman's property, from its map designation of a known nesting habitat. However, since that approval, the map, which is subject to periodic updates, has been updated by the County to reflect that all of Lower Matecumbe Key, including Mr. Snowman's property, is considered by the County to be known turtle nesting habitat. Mr. Snowman did not rely on the designation on the endangered species map in making his decision to purchase the subject property or in designing the improvements he seeks to construct on the property. Surveys of turtle nesting behavior in the Florida Keys are accomplished through a network of volunteers. The nesting survey information obtained from this volunteer network provides very general locations with varying degrees of accuracy depending on the number and ability of the volunteers and the extent to which they can obtain access to privately owned beach front property. Because of the limitations in the survey data, is it generally not possible to determine whether turtles have nested on a particular lot. There was no evidence that turtles actually nest on Mr. Snowman's property. Marine turtles most commonly nest within the first 50 feet landward of the mean high tide line, although they have been known to go farther upland. Because of the compressed beach and berm habitat in the Keys, loggerhead turtles have been known to nest in grassy vegetation and woody vegetation more than 50 feet landward of the mean high water line. Mr. Snowman's property is properly designated as "Disturbed Lands" and there exists on this property a "beach-berm complex" which is known to serve as an active nesting area of marine turtles within the meaning of Section 9.5- 345, Monroe County Code. The setback requirement found in Section 9.5-345, Monroe County Code, applies to this development. Consequently, no construction of any structure may be located within fifty (50) feet of any portion the beach- berm complex which is known to serve as an active nesting area of marine turtles. There was a conflict in the evidence as to how much of Mr. Snowman's property should be considered to be a beach-berm habitat. The County has identified the landward extent of the beach-berm to be twenty-five feet from the mean high water line, so that the setback would be to a point at least 75 feet from the mean high water line. The Department has identified the landward extent of the beach berm to be 80 feet from the mean high water line so that the setback would be to a point at least 130 feet from the mean high water line. Section 9.5-4(B-3) contains the following definition that is pertinent to this proceeding: (B-3) "Beach berm" means a bare, sandy shoreline 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. There are two distinct ridges located on the Snowman property. Beginning at the mean high water line, there is an area of sandy beach followed by a ridge (the first ridge) that levels off approximately 25 feet from the mean high water line. Behind this first ridge is another ridge that levels off approximately 80 feet landward of the mean high water line. This second ridge contains the highest elevation point on Mr. Snowman's property, with the crest of the second ridge corresponding with the 5.9 foot elevation reflected on Respondent's site plan. There is no vegetation on the beach, which is an area of sandy substrate, until the landward downslope of the first ridge, where vegetation in the form of grasses and sea oats appear. Grasses and sea oats extend approximately 30-40 feet landward into the beginning of the second ridge. Behind the grasses and sea oats is woody vegetation, Bay Cedar, and shrubbery typical of beach front property. Also found on the property and landward of the first ridge are sea grape, wild sage, gray nicker pod, and prickly pear cactus. Monroe County considers this first ridge to be the extent of the beach berm complex on the Snowman property. The County identifies the back of the berm on the subject property as measuring 25 feet landward of mean high water and applied the 50 foot setback requirement from that point. The determination of the extent of the beach berm by the County is consistent with the definition of the term "beach berm" contained in Section 9.5-345(3)f, Monroe County Code, and is supported by the greater weight of the evidence presented at the formal hearing. Consequently, it is found that the beach berm complex on the Snowman property extends 25 feet landward of the mean high water mark so that the setback requirement was properly applied when the development order was issued. The Department asserts that the second ridge should be considered to be part of the beach berm. The Department's determination of the extent of the beach berm is bottomed on a more expansive definition of the term "beach berm" derived from its interpretation of various portions of the Monroe County Comprehensive Code. Inexplicably, the Department's interpretation of what should be considered to be included as part of the "beach berm" ignores the definition contained in Section 9.5-345(3)f, Monroe County Code. The Department interprets the term "beach berm" to include not only the initial increase and decrease in elevation near the shoreline, but also those areas of calcareous substrate that form the second ridge and include the highest elevation on the subject property. The Department considers the beach berm to terminate 80 feet from the mean high water line where the elevation of the second ridge decreases and levels off to a more consistent grade. The Department characterizes the first ridge as a primary dune the second ridge as a secondary dune. In support of its position, the Department cites the discussion of beach berms in the Florida Keys contained in Volume I of the Monroe County Comprehensive Plan. That discussion describes a berm in the Keys as the "higher, mostly vegetated dense-like sand ridges." According to the Comprehensive Plan, the biota characteristics of beach systems in the Keys occur in up to four distinct generalized zones or associations, assemblages of plants and animals that have adapted to the environmental conditions of that zone. The zones on Keys beaches are described by Volume I of the Comprehensive Plan as follows: The strand-beach association is dominated by plants that are salt tolerant, root quickly, germinate from seed rapidly, and can withstand wave wash and shifting sand. Commonly found species include Sea Purslane, . . . Beach Grass, . . . Sea Oats, . . . [and] Bay Cedar. On most Keys beaches this association occurs only atthe base of the berm since the beach zone is very narrow. These plants also occupy themost seaward portion of the berm and continuesome distance landward. * * * The next zone, "strand-dune" association,begins with a steep and distinct increase inslope upward from the beach. . . . The bermmay be elevated only several inches or as much as several feet above the level of the beach and may extend landward hundreds of feet as a flat-topped plateau or beach ridge. The foreslope of the berm, or beach ridge, is vegetated primarily by the above-listed species of the beach association. Grasses and herbaceous plants, which serve to stabilize this area, are most common. Proceeding landward, these pioneer species are joined by other species. * * * The strand-scrub association is generallyconsidered a transition zone between strand-dune and hammock forest. Shrubs and occasional trees occur more frequently here and become more abundant as one proceeds landward. Species often found include Seagrape, . . . Wild Sage (Lantana involucrata), [and] Gray Nicker. . . . The most landward zone on the berm is occupied by tropical hardwood hammocks. 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. * * * The height and width of berms in the Keys is highly variable. They may range in height from slightly above mean high water to more than seven (7) feet above mean sea level. The width of berms in the Keys varies from tens of feet to more than 200 feet. Despite the support the Department found in the Comprehensive Plan for a more stringent setback requirement, the Department is not at liberty to ignore the definition of the term beach berm contained in the land development regulations. While both ridges that exist on the Snowman property may be considered berms or dunes, only the first should be considered a beach berm. The first ridge is ". . . a bare, sandy shoreline with a mound or ridge of unconsolidated sand" within the meaning of Section 9.5-4(B-3), Monroe County Code. The second ridge is above the vegetation line and is not ". . . a bare, sandy shoreline" within the meaning of the definition of beach berm contained in the Monroe County land development regulations.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Land and Water Adjudicatory Commission enter a final order that adopts the findings of fact and the conclusions of law contained herein and denies the appeal filed by the Department of Community Affairs as to building permit number 9330008850 issued by Monroe County, Florida. DONE AND ENTERED this 25th day of October, 1994, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 25th day of October, 1994. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-7165DRI The following rulings are made on the proposed findings of fact submitted by the Petitioner. The proposed findings of fact in paragraphs 1, 2, 3, 4, 5, 6, 7, 8, 13, 14, 15, 16, 17, 18, 21, 25, 26, 27, 29, 32, and 33 are adopted in material part by the Recommended Order. The proposed findings of fact in paragraphs 9 and 23 are rejected as being unnecessary to the conclusions reached. The proposed findings of fact in paragraphs 10, 11, 12, 24, 28, and 31 are rejected as being subordinate to the findings made. The proposed findings of fact in paragraph 19 are rejected as being unsubstantiated by the evidence and as a misconstruction of the cited testimony. The proposed findings of fact in paragraphs 20, 22, and 34 are rejected as being unsubstantiated by the evidence. The proposed findings of fact in paragraph 30 are rejected as being unnecessary to the conclusions reached since the setback is from any portion of the "beach berm complex" and not from any area that may be considered to be turtle nesting habitat. The following rulings are made on the proposed findings of fact submitted by the Respondent. The proposed findings of fact in paragraphs 1, 2, 3, 4, and 5 are summaries of testimony that are subordinate to the findings made. The proposed findings of fact in paragraph 6 are rejected as being unsubstantiated by the evidence and contrary to the findings made. The proposed findings of fact in paragraph 7 and 8 are adopted in material part by the Recommended Order. COPIES FURNISHED: Sherry A. Spiers, Esquire Department of Community Affairs 2740 Centerview Drive Tallahassee, Florida 32399-2100 Nicholas W. Mulick, Esquire 88539 Overseas Highway Tavernier, Florida 33070 Randy Ludacer, Esquire Monroe County Attorney Fleming Street Key West, Florida 33040 Mr. Fred Snowman Post Office Box 771 Islamorada, Florida 33035 Carolyn Dekle, Director South Florida Regional Planning Council Suite 140 3400 Hollywood Boulevard Hollywood, Florida 33021 David K. Coburn, Secretary Florida Land & Water Adjudicatory Commission Carlton Building Tallahassee, Florida 32301
The Issue The issue for determination is whether the Town of Indian River Shores is entitled to a coastal construction control line permit to construct a beach access seaward of the coastal construction control line in Indian River Shores, Florida.
Findings Of Fact The Town of Indian River Shores (Town) is an incorporated municipality located on a five-mile stretch of the Atlantic Ocean in Indian River County, Florida. The Town has a population of approximately 2,700 residents. The Town's Public Safety Department has the combined functions of law enforcement, fire protection, and life support (lifesaving). All of the Officers of the Public Safety Department are cross-trained and cross-designated as police officers, firefighters, and emergency service specialists who are either paramedics or emergency medical technicians (EMTs). The Officers are on eight-hour shifts; each shift has approximately four to five Officers on duty, i.e., a police officer, a firefighter, a paramedic, and an EMT. When fully staffed, the Public Safety Department consists of 25 Officers. Because of the small number of Officers and their varied duties, restrictions and limitations are placed on their deployment. One of the vehicles used by the Public Safety Department in the performance of duties is an all terrain vehicle (ATV). The Public Safety Department has one ATV which is used on the beach for patrol and rescue purposes and for moving rescue and lifesaving equipment to and from the beach. In order to access the beach, the Public Safety Department must travel across the dune, primarily through private property (Corrigan Beach) located approximately 3.4 miles from the office of the Public Safety Department. The Town determined that this location was unsatisfactory for beach access due to the property being offered for sale, the great distance of the property from the Public Safety Department's office, and the dune being breached each time the ATV is taken onto the beach. The Town determined, however, that Beachcomber Lane, a public street within the Town, was the best choice for beach access and entry by the Public Safety Department. Beachcomber Lane is approximately 1,000 feet in total length and extends from Highway A1A to the bluff of the Atlantic Ocean. The Pubic Safety Department is located approximately 1,500 feet from Beachcomber Lane. The residents of Beachcomber Lane include Peter Broom, Jeremy R. Geffen, and Duane Jackson. At various times, the Public Safety Department has also used Beachcomber Lane as an access to the beach on emergency bases. Currently, a public raised wooden walkway, with steps, leads over the dune and onto the beach at the Atlantic Ocean end of Beachcomber Lane. In order for the Public Safety Department to obtain beach access by way of Beachcomber Lane, an access ramp will have to be constructed seaward of the coastal construction control line (CCCL). Such construction requires, among other things, a permit from the Department of Environmental Protection (DEP). To design and present the plan to the DEP for a proposed beach access by way of Beachcomber Lane, the Town obtained the services of Coastal Technology Corporation (Coastal Technology), an engineering firm. On July 24, 1996, Coastal Technology filed an application on behalf of the Town with the DEP for a permit to construct a beach access ramp seaward of the CCCL. The application process included the submission of detailed drawings and other documents required by DEP. In the application, Coastal Technology described the construction, in pertinent part, as follows: 6. The proposed work consists of the removal of Brazilian Pepper . . . and installation of a 100 foot (approximate) long, 10 foot wide stabilized emergency access ramp. To minimize the impact to the existing native vegetation, the proposed emergency access ramp will be located approximately 8 feet from the north Right-of-Way within the area of the existing Brazilian Peppers. . . . A 2-inch layer of washed concrete sand will be placed between the limestone and paver blocks for a proper leveling of the previous paver blocks. The paver blocks will be TURFSTONE . . . which . . . have been permitted by DEP at other locations. . . . The openings in the TURFSTONE will be filled with excavated beach sand from the proposed access ramp footprint. Any remaining sand . . . will be placed at the seaward end of the proposed access ramp. To mitigate for any potential impact to native vegetation, 6 sea grapes will be installed . . . and any sea oats removed during excavation will be kept alive and replanted within those areas void of sea oats. Three 6-inch by 6-inch pressure treated posts will be installed with a chain fence. A locking chain fence will be used to prohibit the general public from accessing the beach through the emergency access ramp. In the application, Coastal Technology presented the justification for the construction, in pertinent part, as follows: 7. The proposed access ramp at Beachcomber Lane is specifically for the use by the Town of Indian River Shores for emergency access to the beach. The access ramp will have a locking chain only accessible by the Public Safety Department and has been designed to accommodate four-wheel drive patrol and EMT vehicles. . . . Beachcomber Land [sic] site was chosen by the Town because of : 1) the relative stability of the shoreline at that location; and, [sic] 2) accessibility from the Indian River Shores Town Hall which is on the west side of A1A across from Beachcomber Lane. The application indicated that the proposed beach access ramp was being constructed for emergency access to the beach. However, prior to the filing of the application, both emergency and routine patrol access by the Public Safety Department were discussed as uses for the access ramp at public meetings by the Town's public officials in which the subject of the access ramp was brought up. Such use for the beach access ramp was contemplated by the Town from the very inception of the plan for the access ramp. Routine patrol is defined by the Public Safety Department to be patrolling approximately every other day for one or two hours. By notice dated August 7, 1996, the DEP requested public comment on the Town's application for the CCCL permit. By letter dated August 21, 1996, residents of Beachcomber Lane, including Mr. Broom, Mr. Geffen, and Mr. Jackson, provided the DEP with their comments on the Town's application. On September 3, 1996, the Town's application for the CCCL permit was considered complete by the DEP. On November 6, 1996, at the request of DEP, the Town conducted a public meeting to obtain public comments regarding the proposed beach access ramp. The residents of Beachcomber Lane were notified of the public meeting, and among the residents attending the meeting were Mr. Broom, Mr. Geffen, and Mr. Jackson. At the public meeting, the Town clearly stated that the proposed beach access ramp would be used by the Public Safety Department for both emergency and routine patrol purposes with the ATV. Also, the Director of the Public Safety Department indicated that, based upon information collected regarding criminal activity and suspected criminal activity along the beach, routine patrol was needed.2 The application process culminated in the issuance of a Final Order by the DEP on November 27, 1996, granting the CCCL permit, with special permitting conditions in addition to the standard conditions. The CCCL permit granted by the DEP was Permit No. IR-507. The proposed beach access ramp to be constructed is approximately 100 feet in length and 10 feet in width. The construction will utilize turf blocks which permit grass and foliage to grow through the blocks on the access-way. A provision of the DEP Final Order requires the removal of exotic plants (Brazilian Pepper), which are not native plants, and the replanting of native vegetation adjacent to the access-way. On December 6, 1996, public notice of DEP's issuance of the CCCL permit to the Town was published in the Town's local newspaper. The Town agrees to abide by the special conditions, as well as the standard conditions, to the issuance of the CCCL permit. The beach access ramp on Beachcomber Lane will be used by the Town's Public Safety Department for public service purposes, including emergency rescue, training, and routine patrol. Beachcomber Lane is the appropriate location for the beach access ramp. The DEP has determined that the construction of the beach access ramp meets all the requirements of the DEP for the issuance of the CCCL permit. The DEP has determined the proposed beach access ramp to be a minor structure. The construction of the proposed beach access ramp will cause no significant adverse impact or cumulative impact on the beach dune system. The design of the proposed beach access, with the conditions added by the DEP, minimizes adverse impact of the access ramp. Native vegetation will be maintained and replenished around the proposed beach access ramp. The proposed construction of the beach access ramp will not result in a significant adverse impact to the beach and dune system. No net excavation in the sandy soils seaward of the control line will result from the construction. No structurally induced scour will result from the construction because the proposed structure is designed to break- away during a storm. The potential for wind and waterborne missiles during a storm is minimized by the construction. Public access to the beach is not interfered with by the beach access ramp. The construction of the beach access ramp will occur in a nesting habitat of the marine turtle, i.e., loggerhead, leatherback and green turtle. The DEP addressed protection of the nesting area through one of its special conditions to the issuance of the CCCL permit. The special condition included "no construction, operation, transportation or storage of equipment or materials seaward of the dune crest during the marine turtle nesting season" which is March 1 through October 31 of each year. With this special condition, the construction, itself, will have no adverse impact on the marine turtle or the turtle nesting. The Town agrees to abide by this special condition.3 The access ramp, itself, will have minimal impact on the marine turtles and will not cause a "take" of the turtles. Furthermore, the use of the ATV by the Public Safety Department will have no adverse impact on the marine turtles or the turtle nesting. At hearing, the DEP made another recommendation for the issuance of the CCCL permit, involving the marine turtle. Prior to the issuance of the Final Order, the DEP was not fully aware that the proposed beach access ramp was to be used for both emergency and routine patrol access. Having considered the circumstance of routine patrol, the DEP further recommends that a survey of turtle nesting be conducted after construction, but prior to routine use, on the Town's entire five-mile stretch along the Atlantic Ocean to mark turtle nesting areas for their protection and to place certain restrictions on the use of the ATV vehicle. This recommendation will not prohibit or hinder the construction of the beach access ramp.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Environmental Protection enter a final order granting the Town of Indian River Shores the Coastal Construction Control Line Permit No. IR-507, with the special conditions as may be required by the Department for the protection of marine turtles. DONE AND ENTERED this 8th day of December, 1997, in Tallahassee, Leon County, Florida. ERROL H. POWELL Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 8th day of December, 1997.
The Issue Whether the Sherry Petitioners have standing to initiate the proceeding in Case No. 10-0515? Whether the Oceania Petitioners have standing to initiate the proceeding in Case No. 10-0516? Whether the MACLA Intervenors have standing to intervene? Whether the Department should enter a final order that issues the JCP, the Variance and the SSL Authorization?
Findings Of Fact Setting and Preliminary Identification of the Parties These consolidated cases are set in Okaloosa County. They concern the Consolidated NOI issued by the Department to the County that indicate the Department's intent to issue state authorizations to allow the restoration of a stretch of beach known as the Western Destin Beach Restoration Project (the "Western Destin Project" or the "Project"). In addition to the Western Destin Project, there are other beach restoration efforts (the "Other Beach Restorations") which concern the Gulf of Mexico coastal system along the shores of the Florida Panhandle and about which the parties presented evidence in this proceeding. The applicants for the authorizations in the Other Beach Restorations efforts are either Okaloosa County or Walton County, the coastal county immediately to the County's east, and concern Okaloosa and Walton County property or are on federal property used by Eglin Air Force Base (the "Eglin Projects" or "A-3" or "A-13"). The Eglin Projects have been completed. The source of the sand use in the Eglin Projects is a borrow area designated by the County and its agent, Taylor Engineering, as "OK-A" ("OK-A" or the "OK-A Borrow Area"). The County intends that the OK-A Borrow Area be the source of sand for the Western Destin Project. West of East Pass, a passage of water which connects Choctawhatchee Bay and the Gulf of Mexico, the OK-A Borrow Area is between 4,000 and 5,000 feet off the shores of Okaloosa Island. Okaloosa Island is not an island. It is an area of the incorporated municipality of Fort Walton Beach that sits on a coastal barrier island, Santa Rosa Island. Except for the part of the final hearing conducted in Tallahassee, the final hearing in this case took place in Okaloosa Island. As Mr. Clark put it (when he testified in that part of the hearing not in Tallahassee), "I am in Okaloosa Island. [At the same time], I am on Santa Rosa Island." Tr. 521 (emphasis added). Petitioners in Case No. 10-0515, David and Rebecca Sherry and John Donovan (the "Sherry Petitioners") live along a stretch of beach that is in Okaloosa Island. They do not live along the stretch of beach that is within the area subject to the Western Destin Project. The Sherry Petitioners' stretch of beach is the subject of another beach restoration effort by the County (the "Okaloosa Island Beach Restoration Project"). The Okaloosa Island Beach Restoration Project, in turn, is the subject of another case at DOAH, Case No. 10-2468. The OK-A Borrow Area is much closer to the Sherry Petitioners' property than to the beach to be restored by the Western Destin Project. The Sherry Petitioners recognize the need for the restoration of at least some of the beaches in the Western Destin Project. The Sherry Petitioners initiated Case No. 10-0515, not to prevent the Western Destin Project from restoring those beaches, but because they are concerned that the beaches subject to the Okaloosa Island Project (including "their" beach) will suffer impacts from the dredging of the OK-A Borrow Area whether the dredging is done to serve the Western Destin Project or the other Projects the OK-A Borrow Area has served or is intended to serve. In contrast to the Sherry Petitioners, the Petitioners in Case No. 10-0516 (the "Oceania Petitioners") do, in fact, live on beaches in a section of the Western Destin Project that was slated for restoration when the Consolidated NOI was issued. The Oceania Petitioners are opposed to the restoration of the beaches subject to the Western Destin Project. They initiated Case No. 10-0516, therefore, because of that opposition. Walton County applied authorizations from the state for the Walton County/East Destin Project (referred-to elsewhere in this order as the "Walton Project"). The Walton Project, like the Eglin Projects, is completed. Unlike the Eglin Projects, and the intent with regard to the Western Destin Project and the Okaloosa Island Project, the Walton Project did not use the OK-A Borrow Area as its source of sand. The Walton Project used a Borrow Area to the east of OK-A (the "Walton Borrow Area"). The Walton Borrow Area is in an area influenced by the ebb tidal shoal formed by the interaction between East Pass and the Gulf of Mexico. The MACLA Intervenors (all of whom own property deeded to the MHWL of the Gulf in the stretch of beach subject to the Western Destin Project) together with the Sherry Petitioners and the Oceania Petitioners, seek findings in this proceeding concerning the impacts of the Walton Borrow Area to the beaches of Okaloosa County. They hope that findings with regard to Walton Borrow Area beach impacts will undermine the assurances the County and the Department offer for a finding that the Western Destin Project will not cause significant adverse impacts to the beaches of Okaloosa County. The Holiday Isle Intervenors support the Project. They are condominium associations or businesses whose properties are within the Project. Like the Eglin Projects, the Walton Project is complete. The Walton Project was the subject of a challenge at DOAH in Case Nos. 04-2960 and 04-3261. The challenge culminated at the administrative level in a Final Order issued by the Department that issued the state authorizations necessary to restore the Walton Project beaches. The Walton Project Final Order was appealed to the First District Court of Appeal where it was reversed. But it was reinstated in a decision by the Florida Supreme Court. The Florida Supreme Court decision was upheld when the United States Supreme Court issued a unanimous 9-0 decision less than two months before the commencement of the final hearing in these consolidates cases: Stop the Beach Renourishment, Inc. v. Fla. Dep't of Envtl Prot., 130 S. Ct. 2592 (2010). The Court held in Stop the Beach Renourishment that the Walton County Project was not a regulatory taking of property that demanded compensation to affected property owners under the Fifth Amendment to the United States Constitution. Stop the Beach Renourishment was argued before the United States Supreme Court in December of 2009, shortly before filing of the petitions that initiated these consolidated cases. The final hearing in these cases was not set initially until July 2010 in the hope that the Stop the Beach Renourishment case would be decided, a hope that was realized. In the meantime, another event threatened to affect these consolidated cases: the Deepwater Horizon Oil Spill (the "Oil Spill") in the Gulf of Mexico. The spill began with the explosion of the Deepwater Horizon oil platform in April of 2010 and continued until August of 2010 when the Oil Spill was stopped while these cases were in the midst of final hearing. The Joint Coastal Permit issued by the Department was revised to address impacts of the Oil Spill. No impacts, however, were proven in this proceeding by any of the parties. The Parties The Sherry Petitioners and Their Property David and Rebecca Sherry, husband and wife, are the leaseholders of "Apartment No. 511 [ a condominium unit] of Surf Dweller Condominium, a condominium with such apartment's fractional share of common and limited elements as per Declaration thereof recorded in Official Records . . . of Okaloosa County, Florida."2/ Their address is 554 Coral Court, #511, Fort Walton Beach, FL 32548. The Sherrys entered the lease for their condominium unit in May of 2002 in anticipation of it being their retirement home. After retirement, "towards the end of 2005," tr. 840, the unit became their permanent residence. They chose their home after an extensive search for the best beach in America on which to reside. The couple toured the Gulf Coast of Florida, the Keys and the Atlantic seaboard from South Florida into the Carolinas. Both explained at hearing why they picked the Panhandle of Florida in general and selected the Surf Dweller Condominium in particular as the place that they would live during retirement. Mr. Sherry testified: Tr. 841. This particular area we chose because of the beach quality. Quite frankly, . . . I was surprised when I first saw the place . . . the really stunning quality of it. The sand is absolutely beautiful. The water has that clear green hue. You can walk off shore and it just looks great. There isn't any other place like it in the Continental US that I've ever seen. Mrs. Sherry elaborated about the reasons for their choice to reside on the beach adjacent to the Surf Dweller and their enjoyment of the beach in the Okaloosa Island area of Santa Rosa Island. "We moved here for the quality of the beach, the sugar white sand." Tr. 936 (emphasis added). She explained that both she and her husband walk or run the beach daily. Mr. Sherry always runs; Mrs. Sherry's routine is to walk and run alternately. There are other distinctions in their daily traverses over the sugar white sand of Okaloosa Island. Mr. Sherry sometimes runs in shoes. As for Mrs. Sherry, however, she professed, I always run barefoot. I always walk barefoot and I take longer walks than he does. He runs the whole Island. I walk the whole Island and I run 3 miles at a time of the Island. So, that's the difference in the way we use [the beach.] Id. Mrs. Sherry described her activities on the beach more fully and how she enjoys it: I . . . swim. I surf on the skim board, float out in the water . . . I help Dave fish, we crab, . . . all sorts of things like that for recreation. Pretty much a beach person. I sit down on the beach under an umbrella with a lot of sunscreen. * * * I've always run barefoot. That's the reason [we chose the beach next to the Surf Dweller], it's not only the quality of the sand, [it's also] the fact that it's so soft because as I've aged, my husband and I have both been running for 30 years. He's in much better shape. I can still run barefoot and I can do a good pace, but if I've got shoes on, it's not nearly as much fun and I don't do nearly as much of it. So, to me, being able to have the squeak [of the sand underfoot], which you don't have with the restored sand is a big deal and having to wear shoes is a big deal. I really like to . . . [cross the beach] barefoot. Tr. 939. I actually think the project will impact me, at least, as much as my husband, David . . . my husband is . . . involved with . . . being board president of the Surf Dweller[.] I spend at least as much time as he does on the beach. And the way our furniture is arranged in the unit, it's so that when I'm in the kitchen, I bake the cookies, I see the beach, when I'm at the computer I can see the beach. I've got all the best views. So, I think I'm . . . extremely involved with it. It's the first thing I see in the morning; it's the last thing I see at night and I'm down there every morning. In fact, I was on the beach this morning before we came in . . . I don't miss my morning walk. Tr. 950. The Surf Dweller Condominium is located in Block 5 of Santa Rosa Island,3/ Okaloosa County, on real property that was deeded to the County by the federal government and then subsequently leased out by the County under long-term leases. The legal description of the Surf Dweller Condominium,4/ is: LOTS 257 TO 261, INCLUSIVE, LOTS 279, 280, 281, BLOCK 5, SANTA ROSA ISLAND, PLAT BOOK 2, PAGE 84, OKALOOSA COUNTY. Ex. P-8, PET7158. Block 5 of Santa Rosa Island is subject to Protective Covenants and Restrictions adopted by the Okaloosa Island Authority and recorded in the Official Records of the County at Book 121, Pages 233-250. See County Ex. 13. The Protective Covenants and Restrictions set up four classifications of areas denominated as Zones B-1 through B-4.5/ Block 5 of Santa Rosa Island is in Zone B-2, "Apartment, Hotel Court and Hotel Areas."6/ Part F of the Protective Covenants and Restrictions, provides, in part, Beach Protection * * * The beaches, for 300 feet inland from mean water level (or to the dune crest line, whichever is the greater distance), are under strict control of the Authority . . . One hundred fifty feet inland from the mean water line, in front of all B1 and B2 Areas, will be public beaches. The next 150 ft. inland will be private beaches as set out on subdivision plats . . . County Ex. 13, at page marked "BOOK 121 PAGE 242." The Surf Dweller Condominium property, lying between reference monuments R-6 and R-7, does not extend as far south as the mean high water line ("MHWL") of the Gulf of Mexico. From testimony provided by Mr. Sherry, see below, it appears that the Surf Dweller condominium property is deeded to the border with the beaches governed by Part F of the Protective Covenants and Restrictions. John Donovan is the leaseholder of "APARTMENT NO. 131 AND APARTMENT NO. 132, OF EL MATADOR, A CONDOMINIUM AS PER DECLARATION THEREOF, AS RECORDED IN . . . THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA."7/ The address of the El Matador is 909 Santa Rosa Boulevard, Fort Walton Beach, FL 32548. Petitioner Donovan is not a resident of the State of Florida. His primary residence is in the State of Georgia. Mr. Donovan described in testimony his use and the use of his family of the beach seaward of El Matador and other parts of the Okaloosa Island area of Santa Rosa Island: I've . . . got to walk [for reasons of health] and I do walking every day I'm down here[.] I get all the way down to East Pass. I don't get down there every day, but I get down there a lot. My sons and my one grandchild take great pleasure in fishing off there, right at the end where the East Pass is right from the surf. * * * I swim. I don't swim probably as much as my co-petitioners [the Sherrys], but I'm sure I go out further. And I don't surf like David [Sherry] does but my grandchild would never tell me that I don't. I run as much as I can. Not as much as I used to. We also take long walks. Tr. 973-4. In a plat of El Matador Condominium introduced into evidence as part of Exhibit P-7, El Matador is described as: A CONDOMINIUM OF LOTS 557 THROUGH 590 INCLUSIVE, BLOCK 9 AND THE INCLUDED PORTION OF PORPOISE DRIVE THEREOF SANTA ROSA ISLAND A SUBDIVISION OF BLOCK 9 A RESUBDIVISION OF BLOCK 8 AS RECORDED IN PLAT BOOK 2, PAGE 190, PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA Exhibit P-7, last page (un-numbered). Block 8 of Santa Rosa Island (like Block 5 in which the Surf Dweller Condominium is located) is also in Zone B-2 set up by the Protective Covenants and Restrictions. Block 8, just as Block 5, is governed by Part F, Beach Protection, of the Protective Covenants and Restrictions that places the beaches, for at least 300 feet inland, of the segment of Santa Rosa Island to which Block 8 is adjacent under the strict control of the County and makes the first 150 feet inland from the MHWL "public beaches." County Ex. 13, at page marked "BOOK 121 PAGE 242." El Matador Condominium lies between reference monuments R-1 and R-2. It is not deeded to the MHWL of the Gulf. The plat that is the last page of County Exhibit 13 shows the southern edge of the El Matador condominium property to be adjacent to the "FREEHOLDERS BEACH," Exhibit P-7, last page (un-numbered), landward of the Gulf of Mexico, that is, to the edge of the area of the private beach designated under the "Beach Protection" provision of the Protective Covenants and Restrictions, landward of the public beach designated by the same provision. Neither the Surf Dweller Condominium Property in which the Sherrys reside, nor the El Matador Condominium Property inhabited by Mr. Donovan abuts or is a part of the area subject to the Western Destin Beach Restoration Project. The two properties in Okaloosa Island are to the west of the Project. The Sherrys and Mr. Donovan did not initiate Case No. 10-0515 because they oppose the restoration of the beach subject to the Project. They initiated the proceeding because of concerns that the borrow area that will serve the Project is so close to Okaloosa Island and situated in such a way that once dredged it will cause adverse impacts to the Okaloosa Island beaches to the detriment of their use and enjoyment of the beaches. The Beach, Post-Hurricane Opal and Other Tropical Storms Beginning with Hurricane Opal in 1995, the beaches and shores adjacent to the Surf Dweller and El Matador Condominium Properties were seriously damaged. Nonetheless, there is a significant stretch of dry beach between the Surf Dweller and El Matador condominium properties and the MHWL of the Gulf. In the case of the Surf Dweller Property, Mr. Sherry estimated the width of the beach between the condominium property and the MHWL to be 300 feet. See his testimony quoted, below. The MHWL of the Gulf of Mexico is a dynamic line, subject to constant change from the natural influences of the coastal system. Whatever effect its ever-changing nature might have on the width of the beaches declared public and private8/ between the MHWL and the Surf Dweller and El Matador condominium properties, however, there can be no doubt on the state of the record in this proceeding that at the time of hearing there existed a 150 foot-wide stretch of beach water-ward of the two condominiums that the public has the legal right to occupy and use. Indeed, Petitioner David Sherry, when asked about the private beach and public beach governed by the Part F of the Protective Covenants and Restrictions in cross-examination conducted by Mr. Hall on behalf of the County, confirmed as much when he related the actual practice by the public in using it and the response that public use generated from him and his wife: Q If someone . . . crosses Santa Rosa Boulevard and utilizes this access[-]way that's marked on the map that you identified earlier, do they have the right to utilize any of the portion of [the private beach] of that 150-foot portion in front of your condominium? A . . . [N]o, they wouldn't have the right to do that. Q . . . [D]o they have the ability to set up an umbrella or place their towel within that 150-foot area [of private beach] in front of your condominium? A In that area, no. In the area south of that [the public beach] , which is where everyone actually sets up and wants to set up, in that area south, people set up and we don't have any problem with that. We let people do it -- Q On [the] public beach[.] A On the public beach they're perfectly free to do that. * * * Q I believe your testimony today, based on your GPS calculations, was that you have 300 feet of dry sand beach . . . running from the boundary of the condominium to the edge of the Gulf of Mexico; is that correct? A Essentially, from the building to the Gulf of Mexico. * * * Q So, 300 feet, roughly, from the boundary of the Surf Dweller Condominium common area down to the waterline? A Correct. Q So, there would be enough room today, based on the language of the restrictive covenants to have . . . 150 feet of public beach and then the 150 feet of Freeholders Beach as designated on the plat [in County Exhibit 13] now? A Much like it was in 1955 [when the Protective Covenants and Restrictions were adopted and recorded], yes. Tr. 891-3, (emphasis added). Since the first 150 feet of beach landward of the MHWL under the Protective Covenants and Restrictions is "public beach," there is no doubt that there is a stretch of beach between the Surf Dweller Condominium and the MHWL that is public beach and its width is at least 150 feet.9/ From aerial photographs introduced into evidence, the same finding is made with regard to beach that is public between El Matador and the MHWL of the Gulf. Mr. Donovan testified that his leasehold interest in his units at El Matador along with the interests of the other El Matador condominium unit leaseholders included 150 feet of private beach landward of the 150 feet of public beach adjacent to the MHWL of the Gulf of Mexico. His lawyer, moreover, advised him not to convert his leasehold interest into a fee simple ownership in order to protect his interest in access to the private beach designated by the Protective Covenants and Restrictions. See Tr. 986-87. Mr. Donovan is concerned about the erosion and turbidity impacts the borrow site could have on the Gulf and the beach. Erosion would change his view of the beach from the window of his condominium unit and aggravate a scalloping of the shore. The unevenness of the scalloped surface would cause him difficulties in his walks. Turbidity could attract sharks which would make it unsafe for him to swim. Most importantly to him, a change in the beach and shoreline along the El Matador Condominium property as drastic, in Mr. Donovan's view, as that contemplated by the Draft JCP could deter his family members (his grandchild included) from visiting him and vacationing at his unit in the El Matador Condominium. The Guidry Petitioners and Their Property Roland Guidry, a retired Colonel in the United States Air Force, is co-trustee of the Guidry Living Trust and the President of the Oceania Owners' Association, a condominium association governed by chapter 718, Florida Statutes. The Guidry Living Trust is the owner of Condominium Unit 605 in the Oceania Condominium, a condominium established under chapter 718, Florida Statutes. The address of the unit is 720 Gulf Shore Drive, Unit 605, Destin, Florida, 32541. In his capacity as co-trustee, Mr. Guidry has the independent power to protect, conserve, sell, lease or encumber, or otherwise to manage and dispose of trust assets, which include Unit 605 in the Oceania Condominium. The Oceania Owners' Association is mandated by the Oceania Declaration of Condominium to "maintain, manage and operate the condominium property." Ex. P-6 at 4. The declaration also declares, "[a]ll unit owners shall automatically become members of the association after completion of closing of the purchase of a unit in Oceania, A Condominium." Id. The Guidry Living Trust, therefore, is a member of Oceania Condominium Association. The powers of the officers and directors of the Oceania Owners' Association are set forth in the Declaration of Condominium that governs Oceania: The officers and directors of the association shall have the powers set forth in this declaration and the association bylaws, and shall, at all times, have a fiduciary relationship to the members of the association and shall operate and manage the association in the best interest of its members. Id. Oceania's Declaration of Condominium, furthermore, prescribes that "[t]he association shall have all powers granted by Chapter[s] 718 and 617, Florida Statutes." Id. at 5. Every member of the Oceania Owners' Association Board of Directors approved the initiation of Case No. 10-0516, according to the testimony of Colonel Guidry, but there was no documentary evidence offered that a vote had been taken of the Board of Directors at a board meeting on the issue of whether to file the petition that initiated Case No. 10-0516 or the outcome of any such vote. As an owner of a unit in Oceania, The Guidry Living Trust owns an undivided share of the Oceania Condominium's common property10/ which "comprise[s] all the real property improvements and facilities to Oceania, A Condominium, including all parts of the building other than the units . . . and . . . [certain] easements . . . ." P-6 at 1, 2. The Oceania Condominium real estate is deeded to the "APPROXIMATE MEAN HIGH WATER LINE OF THE GULF OF MEXICO". P-6, Exhibit "B." The Surveyor's Certificate on the survey of Oceania, A Condominium, attached to the Oceania Declaration of Condominium is dated January 16, 1996. The date is more than two months after Hurricane Opal made landfall and damaged the Okaloosa County coastline in October of 1995. Standing of the Oceania Petitioners Colonel Guidry did not appear at hearing in a personal capacity. He appeared in his capacities as co-trustee of the Guidry Living Trust and President of the Oceania Owners' Association. In contrast to the Sherry Petitioners, therefore, Colonel Guidry did not allege his personal use and enjoyment of the beach as a basis for standing. As to injury and standing of both the Guidry Living Trust and the Oceania Owners' Association, Colonel Guidry asserted a number of interests that he believed will be substantially affected by the Project. They fall into four categories of concern. The first concern is with regard to the action of the sand along the shoreline of the Oceania property after the two reaches of beach to the east and west will have been restored under the revisions to the Draft JCP. After construction activities, sand along the shoreline will equilibrate, that is, the sand will move or be transported so as to stabilize the shoreline. This stabilization or achievement of shoreline equilibrium will tend to move the shoreline along the Oceania property waterward. Colonel Guidry expressed his concern as follows: [The Oceania property] would be sandwiched . . . between two public beaches . . . mother nature will fill in what I call the Oceania Gap. Right now the only line we have on our beach is our southern property line [the MHWL of the Gulf][11] . . . . That's the only line I know of that's on our beach or will be placed on our beach. But if sand fills in, then that creates a cloud of confusion, if the State lays claim to this sand that accumulates in the Oceania Gap, as a result of the construction on both sides of us. Tr. 764, (emphasis added). The second category of concern relates to the location of the property post-construction between "two public beaches." Such a location, in Colonel Guidry's view, would make individual units at the Oceania Condominium less valuable. The third category is that the public would be more likely to trespass on private Oceania property. The fourth concern of Colonel Guidry is that the Project will have undesirable impacts to Oceania property owners' littoral rights to accretion and to touch the water. The first three concerns all stem from a decision made by the Board of County Commissioners after this proceeding was commenced to remove the Oceania property from the Project. Oceania Removed The beach and shore in the southern part of the Oceania condominium property,12/ (the "Oceania Beach Segment of Shoreline" or the "Oceania Gap") were originally subject to the Consolidated NOI for the Western Destin Beach Restoration Project. But on the eve of the date scheduled for the commencement of the final hearing in these cases, the Board of County Commissioners for Okaloosa County voted to remove the Oceania Beach Segment of Shoreline from the application for the Project. Taylor Engineering (the County's Agent) submitted a request to the Department that reads: On behalf of Okaloosa County, Taylor Engineering submits its request to modify the project area and Draft Joint Coastal Permit for the Western Destin Beach Restoration Project . . . The applicant has decided to remove the Oceania Condominium Property from the beach fill placement area. The revised project, as described in the enclosed permit drawings, includes two reaches: Reach 1 extends from the east jetty of East Pass to approximately 600 ft east of FDEP reference monument R-22 (R-22.6) and Reach 2 extends from approximately 200 feet east of R-023 (R- 23.2) to R-25.5. The Oceania Property defines the gap between Reach 1 and Reach 1. Additionally, we request the FDEP modify Specific Condition 1 of the Draft Joint Coastal Permit to reflect the modified project area. More specifically, we request that the Mean High Water Line Survey requirement of Specific Condition 1 exclude the Oceania Condominium property. Notice of Filing Request for Modification and Revised, Draft Joint Coastal Permit, Exhibit A. Revisions to the Original Draft JCP In light of the vote and based on the County's request, DEP filed a Revised Notice of Intent on July 26, 2010, which included revision of the Draft JCP (the "First Revised Draft JCP"). The First Revised Draft JCP eliminated the Oceania Beach Segment of Shoreline from the Project and took other action such as requiring the applicant to check for oil in the OK-A Borrow Area prior to construction by both visual inspection and analysis of sand samples because of the ongoing Deepwater Horizon Oil Spill in the Gulf. The revision also included changes to Specific Condition 5 of the Draft JCP.13/ On August 18, 2010, the Department gave notice of another revision of the JCP (the "Second Revised Draft JCP"). The Second Revised Draft JCP changed Specific Condition 1 of the JCP by eliminating the requirement that the County establish a pre-project MHWL prior to undertaking construction activities and instead requires the County to conduct a survey in order to locate an erosion control line ("ECL"). The revisions to the Draft JCP stirred interest in participating in this proceeding among a group of property owners who do not want the beaches along their properties restored: the MACLA Intervenors. The MACLA Intervenors and Their Properties On September 8, 2010, a petition to intervene (the "MACLA Petition to Intervene") was filed by nine putative intervenors: MACLA LTD II, a Limited Partnership ("MACLA"); H. Joseph Hughes as Trustee of the Betty Price Hughes Qualified Vacation Residence Trust ("Hughes Trust"); Kershaw Manufacturing Company, Inc. ("Kershaw"); Kayser Properties LLC ("Kayser"); Destin, LLC ("Destin"); Paul Blake Sherrod, Jr., and Cindy M. Sherrod ("Sherrods"); Blossfolly, LLC ("Blossfolly"); 639 Gulfshore, LLC ("639 Gulfshore"); and Laura Dipuma-Nord ("Nord"), (collectively, the "MACLA Intervenors.") All nine of the MACLA Intervenors own real property in the City of Destin within the Project area that fronts the Gulf of Mexico. All nine properties have the MHWL of the Gulf as their southern boundary. MACLA is a Texas Limited Partnership. Louise Brooker is its president. The address of its property is 620 Gulf Shore Drive. The Hughes Trust owns a one-third interest in real property at the address of 612 Gulf Shore Drive. H. Joseph Hughes is a trustee of the Hughes Trust. Kershaw is an Alabama corporation. The address of its property is 634 Gulf Shore Drive. The address of the Kayser property is 606 Gulf Shore Drive. The address of the Destin property is 624 Gulf Shore Drive. The address of the Sherrods' property is 610 Gulf Shore Drive. The address of the 639 Gulfshore property is 6346 Gulf Shore Drive. The address of the Blossfolly property is 626 Gulf Shore Drive. The address of Ms. Dipuma-Nord is 600 Gulf Shore Drive. The properties owned by the MACLA Intervenors are among 18-single family lots located between a rough mid-point of reference markers R-020 and R-021 and a rough mid-point of reference markers R-022 and R-023. See Ex. P-238. These 18 single-family lots are in the approximate middle of the Project. The Oceania property, eliminated from the Project at the time of the filing of MACLA Petition to Intervene, is just to the east of the 18 single family lots in which the properties of the MACLA Intervernors are located. (Reference marker R-023 is set along the shoreline adjacent to the Oceania property.) The MACLA Intevenors' properties and the Oceania property are within the area from R-020.3 to R-023.3 (the "Middle Segment", see discussion of Critically Eroded Shoreline, below). According to an evaluation conducted by the Department on January 7, 2009, the Middle Segment of the beach is one in which "[u]pland development is not currently threatened." Ex. P-238. Timeliness of the MACLA Petition to Intervene The MACLA Petition to Intervene was filed well after the commencement of the hearing. Under rule 28-106.205, because it was filed later than 20 days before the commencement of the hearing, it could only be accepted upon "good cause shown" or if the time for filing were "otherwise provided by law." The MACLA Petition to Intervene was also filed after the Department had entered an order dismissing petitions for administrative hearings filed by three of the MACLA Intervenors14/ to contest the Second Revised JCP. The order of dismissal with prejudice by the Department dated September 7, 2010, was entered on the following bases: First, the Petitioners had a clear point of entry to challenge the proposed permit after it was publicly noticed on January 9, 2010. The Petitioners failed to timely challenge the proposed permit when given the opportunity to do so. Second, it is well settled that any proposed modifications to a proposed permit made during the course of a de novo proceeding to formulate final agency action do not create a new point of entry. Accordingly, the Petition is dismissed without prejudice to amend. Petition to Intervene, filed September 8, 2010, Ex. A, at 2 of 8. The Department was aware that the Western Destin Project "because of its size, potential effect on the environment, potential effect on the public, controversial nature or location, is likely to have a heightened public concern or is likely to result in a request for administrative proceedings." Consolidated NOI, at 13 of 17. The Department therefore took pains to ensure that parties affected by the Western Destin Project would be provided notice of the Project and have an opportunity to timely assert their rights to challenge the permitting and authorization of the Project. The Consolidated NOI required publication within 30 days in the legal ad section of a newspaper of general circulation in the area a public notice of the Consolidated NOI. It also required proof of publication. The County complied on both counts. A notice was published on January 9, 2010, in the Destin Log, in Okaloosa County. The public notice specifically identified the project location as between reference monuments R-16.6 and R-25.5 in Okaloosa County, which includes the segment of the shoreline adjacent to the MACLA Intervenors Property. The Department also provided a detailed statement of the "Rights of Affected Parties," including their right to petition for an administrative hearing pursuant to sections 120.569 and 120.57 within 14 days of receipt of written notice of the Consolidated NOI. The point of entry into the administrative proceedings to challenge the Consolidated NOI, therefore, in the case of affected parties with notice by virtue of the publication on January 9, 2010, expired on January 23, 2010. The section of the Consolidated NOI that governed the rights of affected parties also warned: Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a modification of the permit or even a denial of the application. * * * The failure of any person to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S. Consolidated NOI, at 14 of 17. The MACLA Intervenors read the Destin Log at least on occasion and communicated with counsel for the Oceania Petitioners. Some believed they were represented by counsel for the Oceania Petitioners and had contributed to legal fees incurred by the Oceania Petitioners. Despite the foregoing, the MACLA Petition to Intervene was granted (subject to proof of standing) on the basis that the MACLA Intervenors had shown good cause for the filing after the deadline imposed by rule 28-106.205. At the time a point of entry into administrative proceedings was provided by the combination of the Consolidated NOI in December of 2009 and publication in the Destin Log of the notice on January 9, 2010, the Draft JCP called for the applicant to provide a survey of a Pre-project MHWL rather than the establishment of an ECL. Neither notice of the Second Revised Draft JCP, filed on July 26, 2010, nor the Second Revised Draft JCP, itself provided a point of entry into formal administrative proceedings to parties whose substantial interest were at stake. A new substantial interest, however, had been injected into the proceedings by the Second Revised JCP. The Second Draft JCP requires the establishment of an ECL as a condition of the permit in lieu of provision of a survey of Pre-project MHWL. The MACLA Intervenors promptly sought a point of entry to contest what is plainly a drastic change in circumstances with significant consequences to the boundary of their properties toward the shoreline with the Gulf of Mexico. The effect of this change and the difficulty of keeping up with beach restoration activities in Okaloosa County, particularly for affected persons whose permanent residence is elsewhere, was demonstrated by the testimony of Louise Brooker, who lives in Amarillo, Texas. When asked "[w]hy did you wait until September of this year [2010] to file the intervention?," she testified: [O]ur group thought that we were being represented by the Oceania group . . . when I did find out [the JCP had been issued], it was after the 30-day period . . . I hadn't been reading the Destin Log every day because it's very difficult to do, and then it changed. * * * Then it made a huge difference between using the mean high water line * * * And then the ECL being established, which was the ECL that I do not agree with, then that was being put in the permit. So that changed things a great deal. (emphasis added). Tr. 1526-7. Once their petitions for formal administrative proceedings had been dismissed with prejudice by the Department (or in the case of the MACLA parties whose petitions for an administrative had not been dismissed yet but appeared likely to meet the same fate), the MACLA Intervenors promptly sought relief through filing the MACLA Petition to Intervene. When the petition to intervene of the MACLA Intervernors was opposed by the County and the Department, the placement of the substantial interest at stake in the proceeding of a fixed ECL as the southern boundary of their property by the Second Revised JCP and the quick action of the MACLA Intervenors in contesting in contesting it was viewed as good cause for the filing of their petition later than required by rule. The Other Parties Okaloosa County is a political subdivision of the State of Florida and the applicant for the JCP, the Variances and the SSL Authorization. The Department is the state agency responsible for administration of the state's regulatory authority as found in Part I of the Beach and Shore Preservation Act, chapter 161, Florida Statutes, and in particular, for the issuance of permits required by section 161.041 and the concurrent processing of "joint coastal permits" as allowed by section 161.055. It also serves as staff to the Board of Trustees of the Internal Improvement Fund and in that capacity handles the processing and issuance of SSL Authorizations. The Holiday Isle Intervenors are businesses and condominium associations, all of whose members own real property or conduct businesses along the segment of the beach to be restored by the Project. Their properties (unlike the Oceania property and the MACLA Intervenors' properties in the Project "gap" between R-22.6 and R-23.2) are along shoreline that has been designated by the state as critically eroded.15/ Critically Eroded Shoreline Florida Administrative Code Chapter 62B-36 governs the Beach Management Funding Assistance Program. It contains the following definition of "Critically Eroded Shoreline": "Critically Eroded Shoreline" is a segment of shoreline where natural processes or human activities have caused, or contributed to, erosion and recession of the beach and dune system to such a degree that upland development, recreational interests, wildlife habitat or important cultural resources are threatened or lost. Critically eroded shoreline may also include adjacent segments or gaps between identified critical erosion areas which, although they may be stable or slightly erosional now, their inclusion is necessary for continuity of management of the coastal system or for the design integrity of adjacent beach management projects. Fla. Admin. Code R. 62B-36.002(4), (the "Critically Eroded Shoreline Rule"). The Department determines whether upland development, recreational interests, wildlife habitat or cultural resources are threatened or lost based on a 25-year storm event. Consideration of the Project on this basis leads to the Project being broken into three segments: a segment from R-17 at the west end of the Project to roughly R-20.3 (the "Western Segment"); a segment roughly between R-20.3 and R-23.2 (the "Middle Segment"); and a segment roughly between R-23.2 and R-25.5 (the "Eastern Segment"). Mr. Clark described the impact of a 25-year storm event on the Western and Eastern Segments: [T]hose two areas, based on the evaluation and the projection of the impact of a 25-year storm event, which is a high frequency storm event, showed that there would be erosion through deflation of the beach profile and recession of the shoreline to such an extent that upland development and infrastructure would be threatened. Tr. 499. As for the Middle Segment, "the same evaluation did not show that the 25-year storm event would provide that same level of threat." Id. The Middle Segment, however, for the purposes of continuity of the management and design integrity, was also designated as Critically Eroded Shoreline and the entire stretch of shoreline, including all three segments, Western, Middle, and Eastern, was originally included in the Project.16/ The Project With the elimination of the Oceania Gap, the Project calls for the placement of 831,000 cubic yards or so17/ of beach- quality sand along 1.7 miles (less the 600 feet of the Oceania Gap) of shoreline within the City of Destin between reference monuments R-16.6 and R-22.6 and between R-23.2 and R-25.5. The Project is designed to restore the shoreline to conditions that existed before Hurricane Opal in 1995. The useful life of the Project is estimated to be eight years. The Project will restore beach along 32 separate parcels of property, 31 of which are privately owned. The exception is a small area of publicly owned beach at the extreme west end of the Project. The Project's Construction is intended to be facilitated by hopper dredge. The dredge excavates at a borrow site. A ship brings the excavated material to the beach fill site where it is discharged by pipe onto the beach. The pipeline runs perpendicular to the shore and extends about a quarter of a mile offshore. The contractor normally fences off a work zone that is about 500 feet wide. The work zone moves along the beach as construction progresses. "[I]n that work zone, there is a lot of heavy equipment that moves the sand around . . . looking at the Project . . . [from] an aerial view, roughly half the sand will be placed seaward and half the sand . . . landward of . . . [the] Mean High Water Line." Tr. 139. The Project's construction template or "the shape of the beach when it[']s constructed," id., consists of a dune, a back berm and a wide variable berm. The dune has an elevation of 8.5 feet and a crest width of 30 feet. The berm has an elevation of 5.5 feet. The width of the construction varies but averages about 200 feet. Over the first several months following the Project's construction, a calibration process takes place. About half of the berm erodes and deposits offshore in a near shore sand bar. "That near shore bar acts as a wave break . . . and dissipates wave energy during storms. So having a good healthy bar out there can definitely provide storm protection." Tr. 140. "Using "two to 250 feet a day,"18/ as a "good approximation for the progress . . . [in] constructing the"19/ Project, construction on any particular individual property should take between one or two days "depending on how . . . wide the property is and how fast the construction progresses." Tr. 141. A property along a lengthier segment of the beach, like the 600 feet at the seaward boundary of the Oceania Property had it remained a part of the Project, therefore, would take "two to three days." Tr. 142. Storm erosion models on the construction berm showed that the Project will provide protection from a fifty-year storm. Selection of the Sand Source: Borrow Area OK-A The engineers of the Project, ("Taylor Engineering," the "Project's Engineers" or the "Engineers") examined the Gulf's underwater expanse from Santa Rosa County to Walton County seaward to Federal waters. The search for a sand source included a reconnaissance phase and a detail phase investigation of geophysical and geotechnical data. After exhaustive study, two potential borrow areas were identified: a "far-shore" site and a "near-shore" site. The far-shore site is eight miles offshore and about a mile east of East Pass and is designated "OK-B." The near-shore site, three miles west of East Pass and centered about a mile and a quarter from the shores of the Okaloosa Island part of Santa Rosa Island, is designated "OK-A." With its edge within the designated Outstanding Florida Water boundary of the Gulf Islands National Seashore Park, it is within a relic ebb tidal delta in water depths of -36 to -51 feet, NGVD. Approximately 1.7 miles wide from east to west and approximately 0.9 miles wide north to south, it covers approximately 700 acres. At its landward-most side, it will be dredged to 10 feet into the existing bottom. Reference in documents of Taylor Engineering and the County to OK-A as the "near-shore site" does not mean it is located in the "nearshore" as that term is used in coastal geology. The coastal geologic term "nearshore" refers to the zone from the shoreline out to just beyond the wave breaking zone.20/ Borrow Area OK-A is well beyond the nearshore. It is clearly located "offshore," in "the relatively flat zone that is located from the surf breakers seaward out to the outer limits of the continental shelf."21/ Tr. 513. It is referred as the near- shore site by Taylor and the County to distinguish it from OK-B which is farther offshore and therefore was referred to as the "farshore site." The two sites, OK-A and OK-B, were selected for comparative review on three bases: sand quality; financial impact; and dredging impacts. Sand quality is "the number one criteri[on]." Tr. 143. It involves grain size, soil and shell content, and sand color. Financial impact is determined mainly by distance; the farther from the construction site, the more expensive to transport the sand. If the borrow area is close enough to shore, a Borrow Area Impact Analysis is conducted. An impact analysis was not conducted for OK-B. The Engineers assumed on the basis of its 8 miles distance from shore that it would not impact the shoreline in any way. The assumption was a reasonable one. Impacts to the shoreline or beach from the dredging of OK-B are unlikely.22/ A Borrow Area Impact Analysis was conducted of OK-A. The quality of the sand in OK-B was similar to that of OK-A but OK-A's "was slightly better." Tr. 144. The slight difference was not a significant factor in the determination that OK-A should be selected. The main factor in favor of OK-A was distance. Because it is so much closer to the Project than OK-B, use of OK-A "substantially reduces the cost of construction" id., compared to OK-B. Taylor Engineering (and ultimately the County) selected OK-A as the sand source. The selection process included a sand source investigation by Taylor. Taylor Engineers' final report on sand source was released in October of 2009. The report shows that in OK-A, the southeast corner of the area "seemed to contain a lesser quality sand than the borrow area as a whole and in terms of color." Tr. 145. Sand from the southeast corner of OK-A, nonetheless, was used in two beach restoration projects, both on Eglin Air Force Base property. Those projects were denominated A-3 and A-13.23/ The selection of OK-A was not upset by Taylor Engineering's OK-A Borrow Area Impact Analysis. Borrow Area Impact Analysis An Okaloosa County Sand Search Borrow Area Impact Analysis was prepared by Taylor Engineering for the Joint Coastal Permit Application and released in July of 2008. Aware that dredging the borrow site could affect both wave climate and current (the swift flow of water within a larger body of water), Taylor examined the impact of dredging the OK-A Borrow Area for those effects in the borrow area vicinity. The ultimate purpose of the Borrow Area Impact Analysis, however, was larger. It was to determine the changes to wave and current climate for impact to the beach, such as erosion. An increase in wave height, for example, would increase erosion. Two numerical modeling efforts were conducted. The first, called STWAVE, documents the impacts to wave climate. The second, ADCIRC, analyzes the effects of the dredging on currents. The STWAVE model requires wave characteristics as input. Taylor Engineering used "a 20-year hindcast of wave data from a WIS station located directly offshore in deep water. Under STWAVE modeling, impacts were examined for normal conditions and then 'under a 100-year storm condition.'" Tr. 149. The basis was the 100-year storm data from Hurricane Opal. The impacts of bottom friction were ignored, a common practice in applications like the County's JCP application that involves work on the open coast with a uniform sandy bottom. As Mr. Trudnak put it: Tr. 150. When you use . . . wave monitoring devices, you're trying to calibrate a model for the effects of bottom friction. And when the borrow area is this close to shore [as in the case of OK-A], . . . the propagation of distance of the waves is relatively short. And when you have a uniform sandy bottom you don't expect the impacts of bottom friction to be significant. So . . . in applications like [Okaloosa County's for the Western Destin Project], you ignore the effects of bottom friction. The analysis assumed that all of the sand in the borrow area would be removed when, in contrast, "the borrow site usually contains 50 percent more sand than what the Project requires on the beach." Tr. 152. In the case of OK-A, it is intended to serve the Eglin Air Force Base Project, the Okaloosa Island Project and the Western Destin Project. These projects require 4.7 million cubic yards of sand of the nearly 7 million cubic yards of sand available in OK-A. The impact analysis, therefore, was conservative in that it predicted more impact than would actually occur because significantly less sand would be removed from the site than was factored into the STWAVE modeling. With regard to normal conditions, the STWAVE modeling led to the conclusion that impacts from the permitted activities associated with the borrow area would be negligible. Under storm wave conditions, the STWAVE modeling showed "a certain wave angle or direction that increased the wave height." Tr. 151. The increase in wave height, however, was far enough offshore so as to never affect the "actual breaking wave height on the beach." Id. The modeling results enabled Taylor Engineering to conclude "that the borrow area did not have a potential to cause any impacts whatsoever." Tr. 152. ADCIRC is a state-of-the art hydrodynamic model that simulates tidal currents. Taylor Engineering conducted the ADCIRC modeling to analyze effects on the tidal currents and circulation in and around East Pass that would be caused by dredging the borrow area. Just as in the case of STWAVE, ADCIRC modeling showed that the impact of dredging the borrow area would be negligible whether in normal or "storm" conditions. The Application Coastal Construction Permits and CCCL Permits The Application was processed as one for a joint coastal permit (a "coastal construction" permit under section 161.041). It was not processed as an application for a coastal construction control line ("CCCL") permit. Section 161.041 (the "Shore Protection Statute") and chapter 62B-41 apply to JCPs. Section 161.053 (the "CCCL Statute") and chapter 62B-33 govern CCCL permits. The Department treats its JCP and CCCL permitting programs as independent from each other and as mutually exclusive permitting programs. A project that involves "beaches and shores" construction is permitted under one permitting program or the other but not under both permitting programs. See Tr. 424-5. Indeed, when it comes to beach restoration projects (or "shore protection" projects) such as the Western Destin Project, section 161.053 of the CCCL Statute provides as follows in subsection (9): "The provisions of this section do not apply to structures intended for shore protection purposes which are regulated by s. 161.041 [the Shore Protection Statute] " The Department interprets section 161.053(9) to exempt the Project from CCCL statutory requirements and the rules that implement the CCCL Statutes so that the only permit the Project requires, in the Department's view, is a JCP. b. The "Written Authorization" Provision Chapter 62B-14 is entitled "Rules and Procedures for Applications for Coastal Construction Permits." The Shore Protection Statutes serves as rule-making authority for every rule in 62B-41. Every rule in the chapter, moreover, implements, among other provisions, one provision or another of the Shore Protection Statute. Rule 62B-41.008 derives its rule-making authority from the Shore Protection Statute and section 161.055(1) and (2). Among the statutory provisions it implements are four subsections of the statute: (1), (2), (3) and (4). Section (1) of rule 62B-41.008 provides, in pertinent part, as follows: A Joint Coastal Permit is required in order to conduct any coastal construction activities in Florida. A person required to obtain a joint coastal permit shall submit an application to the Department . . . The permit application form, entitled "Joint Application for Joint Coastal Permit, Authorization to Use Sovereign Submerged Lands, Federal Dredge and Fill Permit" . . . is hereby incorporated by reference . . . . The application shall contain the following specific information: * * * (c) Written evidence of ownership of any property which will be used in carrying out the project, or authorization for such use from the property owner which is upland of mean high-water, or below mean high water but not sovereign land of the State of Florida. * * * (n) Written authorization for any duly- authorized member of the Department staff to enter upon any property to be used in carrying out the project, for the purpose of evaluating site conditions prior to final processing of the permit application. (emphasis added). Rule 62B-41.008(2) (the "Waiver Provision") lists requirements of rule 62B-41.008(1) which are to be waived by the Department under circumstances described in the Waiver Provision: "Any of the requirements contained in paragraph 62B-41.008(1)(f), (h), (i), (j), (k), (l), or (m), F.A.C., will be waived if the Department determined that the information is unnecessary for a proper evaluation of the proposed work." In its list of requirements that will be waived under certain circumstance, the Waiver Provision does not include paragraphs (c) or (n). The Application did not contain the "specific information" detailed in paragraphs (c) and (n) of rule 62B- 41.008(1). It did not contain written proof of ownership of any property that will be used in carrying out the Project nor did it contain authorization for such use from the property owner upland of mean high-water, information required by paragraph (c). It did not contain written authorization for any duly-authorized member of the Department staff to enter upon any private property to be used in carrying out the Project for the purpose of evaluating the site conditions prior to final processing of the permit application, information detailed in paragraph (n). As of the dates of final hearing, the County had not provided the Department with any written authorizations from the owners of the 31 privately-owned properties within the Project area, including the MACLA intervenors. As part of the Application, however, the County requested a waiver of the requirements related to authorizations. A waiver was requested under number 14 of the Application. It provides: Satisfactory evidence demonstrating that the applicant has sufficient control and interest in the riparian upland property, as described in Section 18-21.004(3)(b), Florida Administrative Code. Governmental entities that qualify for the waiver of deferral outlined in this rule must provide supporting documentation in order to be eligible. If the applicant is not the property owner, then authorization from property owner for such use must be provided. Joint Ex. 1, at 3 of 9. The County, through its agent, Taylor Engineering, responded to number 14 of the Application as follows: Response: The applicants request a waiver of the requested information under Rule 18- 21.004(3)(b), which grants an exception to the upland interest requirement for restoration and enhancement (e.g. nourishment) activities conducted by a government agency. According to Rule 18- 21.004(3)(b), satisfactory evidence of sufficient upland interest is not required for the proposed activity, because the proposed offshore borrow area is not riparian to uplands and the beach fill activities will not unreasonably infringe on riparian rights. Joint Ex. 1, Attachment A, at 3rd un-numbered page. Rule chapter 18-21 governs Sovereignty Submerged Lands Management. Rule 18-21.004(3)(b) ("the Upland Interest and Riparian Rights Rule") provides as follows: (3) Riparian rights. * * * (b) Satisfactory evidence of sufficient upland interest is required for activities on sovereign submerged land riparian to uplands, unless otherwise specified in this chapter. * * * Satisfactory evidence of sufficient upland interest is not required . . . when a governmental entity conducts restoration and enhancement activities, provided that such activities do not unreasonably infringe on riparian rights. (emphasis added). Item number 18 of the Application calls for signatures related to "any proprietary authorizations identified above," such as those identified in item number 14. Consistent with the request for a waiver from providing the requested information with regard to satisfactory evidence demonstrating sufficient control and interest in the riparian upland property, no signatures were provided by the County or its agent. Rule 62B-49.003(3), entitled "Policy" provides: Any application submitted pursuant to this chapter shall not be deemed complete, and the timeframe for approval or denial shall not commence until the Department has received all information required for: a coastal construction permit under Section 161.041, F.S., and Chapter 62B-41, F.A.C.; an environmental resource permit under Part IV of Chapter 373, F.S., and Title 62, F.A.C.; and a proprietary authorization, under Chapter 253, F.S., and Chapters 18-18, 18-20 and 18-21, F.A.C. See the material bound and attached to the Request for Official Recognition filed August 2, 2010, Tab "Chapter 69B-49, F.A.C." The Department deemed the Application complete on December 30, 2009. Amendment of the JCP re: Written Authorizations The petition for formal administrative hearing filed in Case No. 10-0516 challenged the Consolidated NOI on the bases, inter alia, that the Application had failed to "provide 'sufficient evidence of ownership' as defined in rule 62B- 33.008(3)(c), F.A.C., to be a proper applicant for the Permit"24/ and that the County had not "provided satisfactory evidence of sufficient upland interest to be entitled to a letter of consent to use sovereign submerged lands."25/ To support their allegation that the County is not a proper applicant for the JCP, the Oceania Petitioners amended their petition on July 13, 2010, to add the following: The County must provide the Department "[w]ritten evidence of ownership of any property which will be used in carrying out the project, or authorization for such use from the property owner which is upland of mean high-water, or below mean high-water but not sovereign land of the State of Florida", as required by [paragraph (c) of the JCP Application Specific Information Rule]. The Department must receive "[w]ritten authorization for any duly-authorized member of the Department staff to enter upon any property to be used in carrying out the project, for the purpose of evaluating site conditions prior to final processing of the permit application", as required by Rule 62B- 41.008)1)(n), F.A.C. The Amendment was made despite the existence in all of the versions of the Draft JCP, the original version and the revised versions, of General Condition Six: This permit does not convey to the Permittee or create in the Permitee 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 this permit does not convey any vested rights or any exclusive privileges. Joint Ex. III at Tab 9 at 4 of 26. With the filing of the Oceania Petitioners' Second Amended Complaint in Case No. 10-0516, the issues appeared to be fully joined. Before the case proceeded to hearing, however, the County voted to remove the Oceania Property from the Project (see paragraphs 31 and 32, above). The vote led to a formal request from the County to DEP to revise the Project and a revision by the Department of the Project's drawings and the Draft JCP (the "First Revised Draft JCP"), notice of which was filed on July 23, 2010. The revisions to the Draft JCP necessitated by the elimination of the Oceania property from the Project was not the only revision made to the Draft JCP as noticed on July 23, 2010. The Department also revised the Draft JCP's Specific Condition 5. This latter revision prompted the Sherry Petitioners to file a petition for an administrative determination concerning un- adopted rules. DOAH assigned the petition Case No. 10-6205RU. During the final hearing, the Department revised the Draft JCP a second time (the "Second Revised Draft JCP".) The second revision inspired the MACLA Petitioners' petition to intervene. Just as with the Sherry Petitioners, the revision to Specific Condition 5 prompted the MACLA Petitioners to petition for an administrative determination concerning un-adopted rules. DOAH assigned this second un-adopted rule challenge to Specific Condition 5 Case No. 10-8197RU. Case Nos. 10-6205RU and 10-8197RU In general, the revision to the Draft JCP's Specific Condition 5 advised the County that no beach restoration work can be performed on private upland property unless authorization from the owner of the property has been obtained and submitted to the Department ("the Upland Property Authorization Requirement"). The revision also provided an exception to the Upland Property Authorization Requirement: the County could submit an authorization from a court of competent jurisdiction that such an authorization is not required. Case Nos. 10-06205RU and 10-8197RU were heard at the same time as these consolidated cases.26/ A final order was issued with regard to the two cases on November 4, 2010. The final order dismissed the case because the Sherry Petitioners and the MACLA Petitioners had not demonstrated that they would be "substantially affected" by Specific Condition 5 as required by section 120.56(3) for a party to have standing to challenge an agency statement that constitutes a rule which has not been adopted pursuant to the rule-making procedures found in section 120.54(1)(a). Case Nos. 10-6205RU and 10-8197RU were two of three petitions seeking administrative petitions concerning un-adopted rules that were consolidated and heard with the consolidated cases subject to this Recommended Order. The third was a case that had been filed by the Oceania Petitioners earlier in the proceeding: Case No. 10-5384RU. Case No. 10-5384RU Case No. 10-5384RU was filed by the Oceania Petitioners in order to challenge as an un-adopted rule Specific Condition 1 as it appeared in the Original Draft JCP ("Original Specific Condition 1"). Original Specific Condition 1 contained several requirements. In general, it required the County to record a certificate before the commencement of construction associated with the Western Destin Project. The certificate was required to describe all upland properties along the shoreline of the Project. The certificate was also required to be accompanied by a survey of a pre-project mean high water line (the "Pre-project MHWL) along the entire length of the Project's shoreline. The case claimed that the Department had made another statement that constituted an un-adopted rule which violated the rule-making provisions of chapter 120: "that an Erosion Control Line (the 'ECL') is not required to be established pursuant to Section 161.161, Florida Statutes, for a beach restoration project unless 'state funds' are used for the construction (as opposed to just the design) of a beach restoration project." Case No. 10-5384RU, Petition for an Administrative Determination Concerning Unadopted Rules, at 2. During the course of the final hearing, however, the Department filed a notice of a set of revisions to the First Revised Draft JCP. These revisions (the "Second Revised Draft JCP") included a revision of Specific Condition 1. The Second Revised Draft JCP The notice by the Department that alerted the parties to the Second Revised Draft JCP was filed on August 18, 2010. The August 18, 2010, Notice contains two changes to the First Revised Draft JCP. The first change deletes entirely the existing language in Original Specific Condition 1 (the language challenged in Case No. 10-5384RU). 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. Thus, the first change noticed by the Department on August 18 deleted the requirement that the County submit a survey of a Pre-project MHWL. It requires, instead, that the county establish an ECL consistent with applicable statutory provisions. The second change was made with respect to Specific Condition 4(c) of the First Revised Draft JCP, which lists items to be submitted to the Department for approval prior to the commencement of construction and the issuance of a Notice to Proceed (with construction) by the Department. The existing language was deleted in its entirety and the following language was substituted: Id. Written documentation that the Erosion Control Line required by Special Condition Number 1 has been filed in the public records of Okaloosa County. Disposition of Case No. 10-5384RU The same Final Order that disposed of Case Nos. 10- 6205RU and 10-8197RU disposed of Case No. 10-5384RU. The Petitioners in Case No. 10-5384RU were found to lack standing to challenge Original Specific Condition 1 and the petition that initiated the case was dismissed. In addition, the Final Order concluded that had the Petitioners had standing to bring the challenge, the case would still have been decided in favor of the Department. This conclusion was based on the remedy called for by section 120.57(1)(e).27/ That remedy was found to have been achieved when the Department changed Specific Condition 1 to require an ECL rather than a Pre-project MHWL. See Final Order, Case No. 10- 5384RU (DOAH November 4, 2010). In addition to the record made with regard to the three rule challenges during the final hearing on the Sherry and Oceania Petitions, most of the rest of the evidence at the final hearing concerned the application of the regulatory authority of the Department and the Board of Trustees found in the Florida Statutes and the Florida Administrative Code, especially the environmental impacts of the Project as permitted by the Second Revised Draft JCP and as authorized under the Variance and the Sovereign Submerged Lands Use Authorization. Impacts The depth of OK-A should not exceed -49.4 feet, NGVD in an area where the depth of the ocean bottom is roughly -40 feet, NGVD. The excavation of the borrow site is designed in two dredging phases. The first phase, anticipated to provide up to 116 percent of the sand needed by the Project, is designed to a depth of 47.4 feet. "If for some reason, the contractor needs more sand . . ., then he can move into Phase II . . . [at a depth] of minus 47.4 to minus 49.4 feet [NGVD]. . . [,] a two foot deep layer throughout the entire borrow area." Tr. 165. OK-A is relatively wide, at least as compared to an existing borrow area not far away, the borrow area used for beach restoration in western Walton County and eastern Okaloosa County east of the City of Destin (the "Walton Borrow Area"). It is also a shallow borrow area when its depth is measured from the Gulf floor. It is in deeper water than the Walton Borrow Area. These factors make it less likely to cause impacts to the beach than the Walton Borrow Area.28/ Despite the width of OK-A, its relative shallowness measured from the Gulf floor, and its water depth, Dr. Dally, on behalf of the Petitioners, challenged the Taylor Engineering conclusion that there would be no impacts to the beach from the dredging of Borrow Area OK-A. The challenge from Dr. Dally, however, did not detail what the impacts would be or how serious they would be. Instead, Dr. Dally concluded that "not nearly enough study has been conducted of the proposed borrow area to ascertain that there will be no adverse impacts." Tr. 633. Dr. Dally's challenge to the conclusion by Taylor Engineering of no impacts to the beach from an excavated OK-A begins with an explanation in general of wave dynamics, sediment transport, and borrow site impacts. Wave Dynamics, Littoral Sediment Transport, and Borrow Site Impacts, Generally General Wave Dynamics "[W]aves in very deep water will start to turn and become more shore parallel in the case of Okaloosa County." Tr. 636. As they approach shore, a dynamic process of shoaling and refraction occurs. The waves may also become involved with diffraction. Shoaling is a growth in height from interaction with the shallow bottom or a shoal. Refraction is a process of alignment of waves with bottom contours. Diffraction is a spreading of waves or the bending of waves or change in wave direction after interaction with emergent structures or submerged features. As the process of shoaling, refraction and diffraction takes place, waves may be affected by bottom friction, depending on ocean bottom conditions. Dr. Dally offered the following description of wave changes as they close in on the face of the beach and approach interaction with the shoreline. The description includes the potential impacts of an excavated OK-A on the beaches and shores of Okaloosa Island adjacent to the Surf Dweller and El Matador condominium property: As they pass into the very nearshore . . . they, of course, grow in height. They then break . . . [or] [s]ometimes, as they pass over a [sand]bar, they'll stop breaking. And then begin breaking again when they get right up onto the beach face. Any time you put a bathymetric feature [such as a borrow area] into that otherwise natural system, you affect the wave transformation due to processes dependent upon the character of the perturbation . . . * * * Wave reflection from abrupt bathymetric changes. . . in this case, the landward most . . . notch of the borrow area would be a reflective surface . . . when something has perturbed the wave field like that, defraction [sic] becomes an important process. So, as the waves pass over this proposed borrow area and, especially, over the 10-foot or greater vertical face, they will reflect and begin defraction [sic] so that it becomes a . . . complicated wave field . . . . Tr. 636-7. In addition to the perturbation caused by the borrow area there is another factor at work that has the potential to affect the beach along the condominium properties owned by the Sherry Petitioners: sediment transport. Sediment Transport "Sand can move along or away from the beach in two ways." Tr. 1141. It can move along the shoreline or it can move offshore. Littoral transport of sediment, a factor important to erosion and accretion, is the movement of sediment, mostly sand, along or parallel to shore. It is caused by the intersection of waves that come ashore at an angle to the shoreline, rather than those that break straight onto the beach. The average net long-term littoral transport in the area of the Project and Okaloosa Island is east to west. The Sherrys and Mr. Donovan Petitioners own property down-drift from the OK-A site, or to the west. Dr. Young described the beaches down-drift of OK-A at hearing: "[t]hose beaches have, over the . . . last decade or so, been generally stable to accreting. There's a pretty nice beach out there right now." Tr. 1143. This area of the Okaloosa County's beaches and shores is the area most likely to be affected by an excavated OK- A if there are, in fact, any impacts to beaches and shores caused by the dredging of the borrow site. Borrow Site Impacts Two processes affecting waves in the Gulf would occur above an excavated OK-A Borrow Area. The first wave process would be "that part of the wave energy will actually reflect and go back out to sea," tr. 640, in essence, a scattering effect of the energy. Diffraction at the same time would cause the waves to radiate outwards from the borrow area rather than the waves going straight back out to sea. The second wave process creates the potential for the waves to become "very, very, complicated." Tr. 640. They could "trip", that is, the notch in the borrow area could break the waves. "[B]rag scattering" (tr. 641) could make the waves deteriorate into shorter period waves. If there are changes in waves, tide level or current, changes will be caused to the beach. As Dr. Dally succinctly put it at hearing, "[the beach] might erode, it might accrete, it might do both," tr. 641, by virtue of the presence of an excavated OK-A Borrow Area. If the impact of the excavation of the borrow area were to create shorter period waves, the result generally would be erosion. If the impact created longer period waves which generate water movement deep into the water column the result generally would be accretion. The borrow area has the potential in Dr. Dally's opinion to create both longer and shorter period waves. Wave angle of the waves breaking on the beach also is a factor in beach impacts. But Dr. Dally was unable to predict the impacts of the excavation of OK-A to Okaloosa Island beaches and shores without more study, data and analysis as to what effects a dredged OK-A would have on wave period and wave angle and the concomitant sediment transport. Just as Mr. Trudnak, Mr. Clark concluded that OK-A is too far offshore to cause adverse impacts to the beach. If, however, the Project were to utilize a borrow area along the same stretch of the beach but much closer to shore as in the case of the Anna Maria Island Project in which the borrow area was only 1000 feet from the shoreline, erosion impacts could occur on part of the beach. Beneficial impacts in such a case would occur to the beach downdrift of the borrow area. In the Anna Maria Island Project, beaches far enough to the south which were downdrift of the borrow area accreted. The impact to the Sherry and Donovan Properties, both being downdrift of a borrow area located along the same stretch of beach but within 1000 feet of shore and closer in than OK-A, would likely be beneficial. The area of shoreline that would be affected by wave impacts from an excavated OK-A is larger than the area in the immediate shadow zone of the borrow site, that is, a shadow zone perpendicular from the borrow site to the shore. The area affected by wave impacts depends on the angle of the waves. In the Destin area and along Okaloosa Island where the Sherry Petitioners reside, the waves come ashore predominately out of the east. If the waves come ashore along Okaloosa Island at a strongly oblique angle (more directly from the east), "the shadow zone now stretches further to the west and the diffraction pattern . . . increases the size of the shadow zone," tr. 680, to a size much larger "than the actual shadow zone of the . . . borrow area." Id. Along these same lines, if there are impacts to the beach caused by a dredged OK-A, the impacts should be greater the closer the beach is to the footprint of a dredged OK-A. Given the predominate tendency of the waves to come from the east along Okaloosa Island, if the beaches alongside both the Surf Dweller Property and the El Matador Property are affected, the beach alongside the Surf Dweller Property will incur the greater impact. Likewise, if beach impacts are incurred by beach alongside only one property or the other, it is much more likely that the beach alongside the Surf Dweller Property will be affected than the beach alongside the El Matador Property. Distance of an offshore borrow area from the shore is critical to the effect of the borrow area on diffraction and wave dynamics. If the borrow area is far off shore, as in the case of the alternative, potential borrow site identified by Taylor Engineering, OK-B, then, as explained by Dr. Dally, diffraction "has a lot of time and a lot of opportunity to smooth the waves out once again and things become uniform when they hit the beach." Tr. 645. A borrow area that is closer to the beach has higher potential for creating impacts. Dr. Dally again: "[I]f you move the borrow area closer to the beach, you have this scattering pattern induced by the reflection and the diffraction and refraction that doesn't have time to smooth itself out. And that's when you can really cause impacts to the beach, both accretive and erosive impacts." Id. (emphasis added). The underscored sentence from Dr. Dally's testimony quoted in the previous paragraph was directly addressed in the County's case through Mr. Trudnak's determination that OK-A, although not as far away as OK-B, is far enough away from the beach that it will not cause adverse impacts to the beach. Again, Dr. Dally's testimony, despite the underscored testimony in the previous paragraph, is not that OK-A will, in fact, cause impacts to the beach. His testimony, rather, is the equivalent of a statement that the closer a borrow area is to the beach the more likely that it will have impacts to the beach and that at some point, a borrow area, will be so close to the beach, that adverse impacts will occur. The fact that OK-A is much closer to the beach than OK-B does not mean that an excavated OK-A will cause impacts to the beach. Impacts of an excavated OK-A depend upon OK-A's actual distance from the beach rather than OK-A's distance relative to OK-B's distance. Thus, while it may be determined that the likelihood of impacts to the beach is greater in the case of OK-A than in the case of OK-B, actual impacts from OK-A to the beach (as far as the effect of distance) is a function of OK-A's actual distance from the beach without regard to OK-B's distance from the beach. In addition to Dr. Dally's certitude that there will be impacts to the beach by virtue of the presence of a dredged OK-A, Dr. Dally also took issue with the method by which Taylor Engineering reached the conclusion of no impacts in the OK-A Borrow Area Impact Analysis Report. The OK-A Borrow Area Impact Analysis Generally Mr. Trudnak was part of the Taylor Engineering team that prepared the Borrow Area Impact Analysis Report. Mr. Trudnak was not the only expert to defend the report's conclusion of no impact to the beach. The report was reviewed by Mr. Clark, the Department's expert, who also opined that there would be no impacts. Mr. Clark relied on more than the report for his opinion. He also relied on his extensive experience with beach restoration projects and monitoring data for those projects and visual observation of those projects post-construction. The only numerical data analysis specific to the excavation of the OK-A Borrow Area, however, that the Department used in determining that excavation of OK-A would not have any adverse impacts to the shoreline and coastal systems of Okaloosa Island was the Taylor Engineering OK-A Borrow Area Impact Analysis Report. The Report described its evaluative efforts: [T]his report evaluates two potential dredging templates in terms of their impacts on wave and tidal current patterns during normal and extreme conditions. The evaluation requires analysis of the wave climate and tidal currents before and after the borrow area dredging. The analysis required a balance between minimizing impacts to wave climate and current patterns, and providing acceptable nourishment volumes. STWAVE (Steady-State Spectral Wave Model) simulated normal (average) and extreme (100- year (yr) storm) waves propagating over the baseline and post-dredging bathymetries. ADCIRC hydrodynamic modeling simulated tidal flow over the baseline and post-dredging bathymetries for normal (spring) and extreme (100-yr storm) tide conditions. A comparison of the baseline and post dredging model results established the effects of borrow area dredging on the neighboring shorelines (Destin and Eglin AFB) and the inlet. County Ex. 1, Okaloosa County Sand Search Borrow Area Impact Analysis, at 6. Thus, the STWAVE modeling conducted by Taylor as part of the analysis attempted to simulate normal (average) and extreme (100-year storm) waves propagating over the baseline and post-dredging bathymetrics. Taylor Engineering relied on WIS (Wave Information Study) results in performing its STWAVE modeling. WIS data is not measured wave data. Instead, it consists of numerical information generated by specific stations in wind fields in various locations around the Gulf of Mexico. The data is then placed in a model coded to represent the entire Gulf. The WIS station from which data was collected by Taylor Engineering is located approximately 10 miles offshore where the depth is approximately 85 feet. It would have been preferable to have used comprehensive field measurement, that is, data obtained from wave gauges on both sides of the borrow area over enough time to support use of the data, rather than WIS data. Comprehensive field measurement would have produced much more information from which to predict impacts to the beach. As Dr. Dally explained, however, If you don't have [field measurement data], then . . . especially over the long-term . . . a year or more [or] if you're analyzing your beach profile data over a 10 year period, you would like to have . . . wave data to accompany that 10 year period. Generally we don’t and that's when we start relying on models to fill in this missing information. Tr. 645-6 (emphasis added). This testimony was consistent with Mr. Trudnak's testimony: the problem with field measurement is that "the useful data that you [get] from [field measurement] gauges is . . . limited to [the] deployment period." Tr. 1234. It is not practical to take 10 years' worth of field measurement. As Mr. Trudnak explained: Typically, you would install those gauges for . . . a month or a couple of months . . . you want to use representative conditions . . . you try to pick a winter month and a summer month so you can try to capture those extremes and wave conditions. * * * [W]hen you . . . install those gauges in the field, you have no idea what those conditions are going to be during your deployment period. You can install your wave gauge for a month in the winter but that can be an unusually calm month, it could be an unusually severe month. So, it's really hit or miss, whether you . . . capture representative conditions. Id. (emphasis added). The WIS information utilized is hind-casted. Hind- casting is a method for developing deepwater WIS data using historic weather information to drive numerical models. The result is a simulated wave record. The WIS information utilized includes 20 years of hind-cast information. The purpose of using such a lengthy period of information is that it ensures that representative conditions are captured in the data for purpose of the analysis. Such "lengthy period" information overcomes the concern that there is not enough data to capture representative conditions as in the case of typical field measurement data. For its extreme STWAVE modeling, Taylor relied on WIS information generated during Hurricane Opal in 1995. Analysis of the model results showed negligible impacts on wave height under normal conditions and increased wave height during extreme conditions. Increased wave height during extreme conditions, however, was no closer than 300 feet from the shoreline. The increased wave height and wave angle in storm conditions were far enough offshore that they "never impacted the actual breaking wave height on the beach." Tr. 151. The model's prediction of no impacts in wave height on the shoreline due to a dredged OK-A and no change in sediment transport rate by virtue of the presence of a dredged OK-A led Taylor Engineering to conclude that whether in normal or extreme conditions, a dredged OK-A Borrow Area would not cause impacts to the beaches and shores of Okaloosa County. Criticisms of Taylor's STWAVE Modeling Dr. Dally offered four basic criticisms of Taylor Engineering's STWAVE Modeling: a) the model did not account for wave transformation processes caused by bottom friction between the WIS Station (10 miles out in the Gulf) and the OK-A site; b) the model was not calibrated or verified; c) the model did not sufficiently account for wave transformation impacts from the dredging of Site OK-A; and d) Taylor did not plot wave direction results from its STWAVE models or conduct any sediment transport analysis. Mr. Trudnak offered refutations of the criticisms. For example, taking the first of them, wave transformation processes caused by bottom friction between the WIS Station and the OK-A site were not accounted for by Taylor Engineering in its analysis because "most of that distance [between the WIS Station and the OK-A site] is deep water, meaning the waves aren't . . . feeling the bottom so they're not being affected by the bottom friction." Tr. 1236. The refutations were not entirely successful. The second of Petitioners' experts, Dr. Young cast doubt on the validity of all modeling no matter how well any particular modeling activity might meet the criticisms leveled by Dr. Dally against Taylor Engineering's effort. Dr. Young accepted Dr. Dally's testimony about why Taylor Engineering's modeling were not sufficient to support an opinion of "no impacts", but he differed with Dr. Dally as to whether coastal engineering models should be utilized to predict impacts to beaches.29/ See Tr. 1157. Dr. Dally believes in the benefits of modeling as long as the modeling is conducted properly. Dr. Young does not. It is his opinion that no model produces a projection that is precisely accurate but the essence of his criticism is that "we don't know how wrong the models are." Tr. 1159. Models are "incapable of quantifying the uncertainty or how right or wrong that they might be." Id. With regard to the modeling used in Taylor's Borrow Area Impact Analysis, Dr. Young summed up: [W]hen we do this model run, especially with a model that isn't calibrated or verified, we get an answer . . . it's not precisely the right answer, but . . . nobody knows how wrong the answer is. I don't know it, Mr. Trudnak doesn't know and Mr. Clark doesn't know. And that's why being prudent is important and why relying on the monitoring data is critical because the monitoring data is real data. Tr. 1160. In contrast to Dr. Young, Dr. Dally, consistent with his faith in models appropriate for the investigation and conducted properly, took another tack in attacking the modeling used by Taylor Engineering. He criticized Taylor Engineering's failure to use a more comprehensive wave transformation model: the Boussinesq Model. Dr. Dally opined that the Boussinesq Model was superior to STWAVE principally because it takes diffraction into account. But Petitioners did not produce any off-shore Borrow Area Impacts Analyses which used the Boussinesq Model, and Mr. Trudnak testified that he was unaware of any.30/ Taylor Engineering used STWAVE and not Boussinesq as the model for the Borrow Area Impact Analysis because the Boussinesq Model is typically used where diffraction plays the dominant role, that is, within areas like inlets or ports which have structures that will cause wave perturbation. The open coast is not such an area, making the STWAVE Model, if not more appropriate than the Boussinesq Model, certainly an acceptable model under the Project's circumstances. When asked about the Bousinessq modeling's application in the context of his testimony that he could not say what would be the impacts of the dredging of the OK-A Borrow Area, their extent or whether they would be adverse, Dr. Dally testified that based on his experience (rather than actual testing or modeling the impacts of OK-A as done by Taylor), he was "almost certain," tr. 691, that Bousinessq modeling would show impacts to the beach adjacent to the Surf Dweller and El Matador Properties that could be a "type of accretion . . . [that is] momentary . . . due to the propagation of these features as they go up and down the beach." Id. This statement is consistent with Mr. Clark's opinion that if the Project's borrow area were within 1000 feet of shore, the impact of dredging OK-A to the Sherry and Donovan Properties would be beneficial. When asked if the beaches would develop scalloping (sand erosion in some areas and accretion in others), Dr. Dally said, "Right. This [wave transformation process caused by an excavated OK-A borrow area] makes a scalloping." Tr. 692. Perhaps the dredging of Borrow Area OK-A would aggravate scalloping along the shores of Okaloosa County but they would not create scalloping of an "un-scalloped" coastal system. Scalloping features in the Okaloosa Island portion of Santa Rosa Island existed at the time of final hearing. In short, Dr. Dally roundly criticized Taylor Engineering's STWAVE modeling. As to the impacts he was sure would occur, he was unable to state whether they would be adverse, beneficial or both. Most importantly to the weight to be assigned his testimony, he was unable to testify as to how significant the impacts would be; one cannot determine from his testimony whether the impacts will be entirely de minimus, see rule 62B-41.002(19)(c) or whether some could be significant, see rule 62B-41.002(19)(a). Dr. Dally's testimony with regard to the creation by the Project of scalloping did not indicate the significance of that scalloping to the coastal system of Okaloosa County, a system whose ocean bottom, beaches and shores already contain scalloped features. Suppositive impacts that would be caused by the Project to the beaches of Okaloosa County were not the only attack by Petitioners. They also challenged the impact analysis on the basis of the opinion that adverse impacts had been caused to beaches by another beach restoration project and its borrow area not far away: the Walton Project. The Walton Project and Its Borrow Area Completed in the late spring of 2007, the Walton Project placed sand dredged from the Walton Borrow Area on approximately 7 miles of beach in eastern Okaloosa County (East Destin) and western Walton County. Just as in the case of the Western Destin Project, Taylor Engineering performed a borrow site impact analysis for the borrow site used in the Walton Project. Location and Comparison to the OK-A Borrow Area The northwest corner of the Walton Borrow Area is roughly 2.75 miles from the northernmost point of the western boundary of the OK-A Borrow Site. See Ex. P-13. The area between the easternmost point of the OK-A Borrow site and the westernmost point of the Walton Borrow Area, therefore, is roughly half that distance or 1.375 miles. The northwest corner of the Walton Borrow Area is approximately 0.8 miles offshore; its easternmost point is roughly one-half mile off-shore. Comparison of the Walton Borrow Area and OK-A shows that OK-A is larger and will have more sand removed. It is also wider, shallow when measured from the Gulf floor, and in deeper water than the Walton Borrow Area. Nonetheless, Petitioners characterize the two borrow sites as similar,31/ mainly because with less than 1.5 miles separating them, they are relatively close to each other. Despite proximity, there are significant differences, however, between the two. A wider, less deeply dredged borrow area would have less impacts than one deeper and narrower. OK- A's location in deeper water makes it less likely to affect waves and current than the Walton Borrow Area. The footprints of the borrow areas are dissimilar. The Walton Borrow Area has an irregular shape. OK-A is in the shape of a rectangle with a uniform dredging depth although "the depth of sand that is dredged will taper off . . . further offshore . . .[s]o that the seaward most edge does not have significant thickness of sand. The maximum cut is towards the northern boundary." Tr. 306. In addition to distance from shore, the predominately significant difference between the two is the presence on the Gulf floor in the vicinity of the Walton Borrow Area of an ebb shoal: a large deposit of sediment. The ebb shoal exists because of interaction between East Pass and the waves, tides and currents of the Gulf. The Walton Borrow Area is "close to the East Pass ebb shoal . . . and it included the outer flanks of the ebb shoal." Tr. 155. It makes the littoral zone for the Walton Project more active than the littoral zone near which OK-A is located. Located a significant distance to the west of the East Pass ebb shoal, OK-A would not interact with its littoral zone in the way the Walton Borrow Area interacts with its littoral zone. Walton Borrow Area Impact Analysis and Monitoring Taylor Engineering's borrow area impact analysis for the Walton Borrow Area was similar to the impact analysis for OK-A in that both consisted of "wave models and hydrodynamic models." Tr. 156. The Walton impact analysis showed "one potential impact area about 2,000 feet long [on the beach] just west of East Pass," id., an impact area also described as extending from approximately 3,000 to 5,000 feet west of the westernmost jetty at East Pass. It anticipated that impact would be caused by wave action due to the perturbation resulting from the presence of the dredged Walton Borrow Area. The potential impact was projected by the analysis to be a reduction in the sediment supply to the beaches west of East Pass by 11,000 cubic yards per year. Because of that reduction, DEP included a mitigation condition in the Walton Project permit: placement of 55,000 cubic yards on the impacted beach. As a condition of the Walton Project, Taylor Engineering conducted monitoring of the impacts to the beach from the project in general and in particular from the Walton Borrow Area. At the time of hearing, reports for 2007, 2008, and 2009 had been completed and the engineering firm was working on the 2010 report. Mr. Trudnak described the results from the monitoring through 2008 at hearing. From the period of pre-construction in 2006 through immediate post-construction, the monitoring revealed "a huge volume of erosion." Tr. 159. Subsequent analysis from 2007 to 2008 revealed "a huge amount of accretion that actually exceeded the amount of erosion from the previous year." Id. The volumes of erosion and accretion "seemed abnormal." Id. The bottom line, however, of the two years of data is that the early erosion was more than countered by the accretion that occurred into 2008. After describing the impacts in the first two years of monitoring, Mr. Trudnak stressed the importance of what was revealed by additional monitoring. "[M]ore important is the long term trend . . . ." Id. From 2006 through 2009, the monitoring area "as a whole, actually accreted, it gained sand." Tr. 160. Determining the impacts to the beach caused by the Walton Project is complicated because of impacts caused by behavior of the beach at the time of construction and earlier. Consistent with the Department's "critically eroded" designations, data from March of 1996 (not long after Hurricane Opal), data from June, 2004 (before Hurricane Ivan) and 2006 pre- construction data showed the shoreline adjacent to the Walton Project Area to have been receding landward at a rapid rate. This "background" erosion is due mainly to the effects of tropical storms. In the wake of the dredging of the Walton Borrow Area it was difficult for Taylor Engineering to determine what impacts were caused by "background" erosion due to tropical storms and what impacts were caused by the dredging of the Walton Borrow Area. In contrast, it is not difficult to determine from monitoring data in the three years after construction of the Walton Project, however, that the beach west of the borrow area has accreted and that this appears to be the long-term trend. Tr. 159. Contrary to conclusions Petitioners would have drawn from the evidence presented by their experts, the more comprehensive data indicates that the Walton Project (including its borrow area) is having a beneficial impact on the beaches to the west of the project and its borrow area. Dr. Young opined on behalf of Petitioners that the problem with the OK-A Borrow Area Impact Analysis is that it is based on modeling which is far inferior to "real world" data. His opinion that actual data is superior to data generated by modeling, no doubt, is sound. The only "real world" data that will prove any impacts for sure, whether adverse or beneficial, from a dredged OK-A, however, is after-the-fact monitoring data. Such data is usually obtained annually after the construction of a project or after major storm events. It consists of obtaining near-shore and offshore monitoring profiles and involves determining shoreline changes and volumetric beach changes.32/ In the absence of data from monitoring impacts of a dredged OK-A, Dr. Young opined that the data derived from monitoring the Walton Borrow Area which showed erosion early after completion of the Project is superior to the modeling data reviewed by Taylor Engineering in predicting impacts to Santa Rosa Island beaches. There are two problems, however, with Dr. Young's conclusion. First, beach impacts after the dredging of the Walton Borrow Area do not necessarily support similar impacts from a dredged OK-A because the two borrow areas are materially different. Second, the trend revealed by the more comprehensive data gathered in the wake of the dredging of the Walton Borrow Area is that the beach is receiving impacts which are beneficial. Reasonable persons might differ as to the outcome of reasonable assurances with regard to impacts based on the testimony of Mr. Trudnak and Drs. Dally and Young. The balance, however, swings clearly in favor of the applicant in consideration of the testimony of Ralph Clark. Mr. Clark and The Department's Review of Western Destin Project Borrow Site Impacts Ralph Clark is a Registered Professional Engineer in Florida. The recent recipient of the Stan Tate Award from the Florida Shore and Beach Preservation Association, a lifetime achievement award for work over the years in beach preservation, at the time of hearing, Mr. Clark had worked for 37 years for the State of Florida as a coastal engineer. During his long career, Mr. Clark has worked on the State's two separate regulatory programs in the arena of beach management: a "Wet Beach Program, which is working below Mean High Water and includes projects such as beach restoration" tr. 485, and "the more dry beach program which involves construction seaward of Coastal Construction Control Lines and activities landward of Mean High Water . . . ." Id. He has been involved with the Department's Beach Management Program, a grants program for cost-sharing with local governments to develop a long-term comprehensive management plan for the state to solve critical impact problems around Florida which may include erosion. He has conducted or prepared the Critically Eroded Beaches Report every year "going back to the late 1980's" id., and he has "conducted Beach Erosion Studies and Storm Damage Impact Investigations around the State for the past four decades." Tr. 486. Among his specific duties is the review of "scopes of work and project feasibility studies that are provided . . . by the [Department's] Beach Management Section." Id. In this capacity, Mr. Clark conducted the Department's engineering review of the Western Destin permit application and additional information related to the Project. After review, Mr. Clark reached the conclusion that the "Project is a well designed Beach Restoration Project that's critically needed . . . to restore the beaches of Western Destin to provide needed storm protection, recreational benefits and wildlife habitat." Tr. 488. With regard to his overall conclusion as to the Project's physical impacts, Mr. Clark testified: Id. In my opinion, the placement of 831,000 cubic yards of beach compatible sand fill along Western Destin will provide a positive, beneficial impact to the beach and dune system of Western Destin. The excavation of that material from the proposed borrow area [OK-A], along with the excavation of material for four other fill projects proposed for Santa Rosa Island, three of which have been approved, is not expected to have any adverse impact to the beaches of Santa Rosa Island. Mr. Clark's opinions that the Project would be beneficial to the beach and dune system and that the excavation of OK-A is not expected to have adverse impacts have a solid base. His opinions are founded on extensive experience with beach restoration projects over 37 years; extensive experience with coastal processes, coastal morphology, and coastal hydrodynamics; review of the application and supporting information; experience with the Project area and vicinity; extensive experience with coastal storm impacts and beach erosion; and review of roughly three dozen technical documents. Mr. Clark has reviewed 136 beach restoration projects. Of these, 111 were in Florida, six in other states and Puerto Rico, and 19 in countries on every continent in the world other than Asia. But coastal engineering experience in Asia is not missing from Mr. Clark's resume. He has conducted beach erosion control projects and coastal and shore protection projects (as distinguished from beach restoration projects) in that continent as well. Among the "countless number" tr. 490, of such projects he has reviewed are ones in the Netherlands, Denmark, Italy, Turkey, Egypt, China, and the Bahamas." Id. The reason his experience extended beyond the State of Florida to nations all over the world is because "the Florida Beach Preservation Program is internationally recognized." Id. The State has received many requests for technical assistance from various world governments. Mr. Clark has also in his time away from his employment with the state served as a consultant to the governments of Mexico, the Cayman Islands, and the Island Nation of St. Bartholomew and the French West Indies. Mr. Clark has investigated the impacts of 83 tropical storms in the Gulf of Mexico. Most investigations have been in Florida but some have been in other Gulf states and along the coast of the country of Mexico. During some of those investigations and while acting as a coastal engineer for the state, Mr. Clark visited the vicinity of Santa Rosa Island 176 times, excluding academic field trips. In his capacity as a state coastal engineer, Mr. Clark provided the Department with detailed damage assessments for each of the eight tropical storms noted in the Consolidated NOI for the Western Destin Project Over his 37 years, Mr. Clark served on numerous task forces, committees and technical advisory groups relating to erosion control and beach management efforts by states along the Gulf and Mexico. Mr. Clark's early reports were used in the development of the state's Strategic Beach Management Plan and he prepared the first "Critically Eroded Beaches in Florida document" tr. 494, now electronically available to the public on the Department's website. The report prepared by Mr. Clark which led to the designation of the Western Destin Project beach as critically eroded showed that the areas from R-17 to roughly R-20.3 and R- 23.2 to R-25.5 revealed erosion through deflation of the beach profile and recession of the shoreline to such an extent that upland development and infrastructure would be threatened. The report is based on evaluation and projection of the impact of a 25-year storm event. The same report did not conclude that a 25-year storm event would provide the same level of threat to the area between R-20.3 and R-23.2 (the shoreline along the MACLA Intervenors' Property and the Oceania Gap) although that stretch of the beach is "potentially threatened by a 50 to a 100-year storm event." Tr. 499. The "R-20.3 to R-23.2" segment was included in the critically eroded designation for design and integrity of the Project and continuity of management of the coastal system. The designation of the Project area as critically eroded was made in 2006 and was updated by the Department at the request of the County in 2008. The 2008 update indicated no need to change the designation. Although not as threatened as the rest of the shoreline in the Project, the shoreline along the Middle Segment, (including the MACLA Intervernors' Property and the Oceania Gap) is erosional. Data obtained as late as October 19, 2009, indicate that there had been more erosion since a Mean High Water Survey located the MHWL in 2008. The data does not show volumetric change, only that "there is a continued trend of erosion" of the shoreline in the Oceania Gap. Tr. 506. With the Oceania Gap eliminated from the Project, elimination of the rest of the property in the Project's Middle Segment (between R-20.3 and R-23.2) would make the remainder of the Project unstable. It would "isolate a 2,000-foot segment between R-23.2 and R-25.5 [the Eastern Segment] . . . and a 2,000-foot fill segment is not long enough to be a stable fill segment." Tr. 507. Although the elimination of all of the Middle Segment would not hurt "the very far west end" of the Project "very much," tr. 508, the elimination of the entire Middle Segment from the Project would also make the very east end of the Western Segment "relatively unstable." Tr. 508. The Middle Segment, therefore, while not critically eroded, would benefit from beach restoration. Restoration will provide protection from the erosion it is experiencing and from 50-year and 100-year storm events should they occur during the life of the restoration. Restoration will include dune work that will provide protection from storm surge and dissipate the wave energy seaward of any structures in the Middle Segment. Recent storm events have been 50-year and 100-year events. In the area of the Project, "Hurricane Opal was comparable to a 100-year storm event." Tr. 509. In Pensacola Beach, Ivan was a 200-year event. In the Destin area, Ivan "probably dropped to just below a 100-year storm event in terms of its magnitude. Hurricane Dennis was probably comparable to a 50-year storm event." Id. The best defense against 25-year, 50-year, and 100- year storm events is beach restoration. The OK-A Borrow Area is an offshore borrow area. Mr. Clark gave a few examples of other borrow areas that are offshore borrow areas and that are as large as OK-A. These were borrow areas used in the restoration of beaches in Panama City, Delray Beach, Canaveral Shoals, and Anna Maria Island. In addition to Taylor's Borrow Area Impact Analysis Report, Mr. Clark based his opinion on review of monitoring data for the many restoration projects with which he has been involved. Mr. Clark has reviewed borrow area impacts on beach restoration projects that have had adverse impacts. But these projects, typically, were "in inlet ebb tidal deltas of tidal inlets." Tr. 518. Located about three miles east of the ebb shoal of East Pass, OK-A is not an inlet-related borrow area. Of the 111 beach restoration projects that Mr. Clark reviewed, there was one that had an off-shore borrow area that adversely impacted the adjacent beach: the Anna Maria Island Project. The Anna Maria Island Borrow Area was located "roughly 1,000 feet off the [adjacent] beach . . . ." Tr. 519. In comparison, OK-A "is four to five times further offshore than the Anna Maria Island borrow area." Tr. 520. If instead of OK-A, the Project were to use a borrow area as close to the shore as the Anna Maria Island Borrow Area, its impacts to the shoreline would be both adverse and beneficial. The impact to adjacent beach would be erosion, but to the beach to the west of the borrow area the impact would be accretion. Mr. Clark's opinion of no impacts to the beach from dredging OK-A would be entirely different if OK-A had been located in the near-shore zone where "it's a whole different ball game." Tr. 532. The location of OK-A, between 4,000 and 5,000 feet offshore is in a zone that is "no problem," that is, it is not in the near-shore and far enough off shore that it will not cause impacts, adverse or beneficial, to the beaches and shores of Okaloosa County. For all his experience and coastal engineering prowess, Mr. Clark is not an expert in modeling. He relies on others within the Department to evaluate the sufficiency of a model or its methodologies. Mr. Clark did not ask anyone in the Department to evaluate the models used by Taylor Engineering. Dr. Young disagreed with the opinions of Mr. Trudnak and Mr. Clark that there would be no adverse impacts to the beach. He was sure that the dredging of OK-A would cause an adverse impact that would be either erosion or a decrease in the accretion that occurred in recent years along the beaches of Okaloosa Island. Dr. Young also cast doubt on Mr. Clark's experience as support for the opinion that dredging of OK-A would cause no adverse impacts. "Nobody believes there's ever been an adverse impact from a borrow area . . . ." Tr. 1206. Dr. Young used the "real world" experience with the Walton Borrow Area to back up that doubt. "[T]he problem is that we're not doing a good job of monitoring this project [the Walton Project] and the problem is convenient interpretation of the monitoring results." Id. Dr. Young's doubt about the value of Mr. Clark's experience was tempered by the reality of beach restoration in contrast to other types of projects whose failure was sudden, dramatic and easily discernible. Dr. Young: [W]hen a bridge collapses, civil engineers converge on that failed project and they learn more from that failure than they could ever learn from a bridge that lasted 30 years. And . . . one of the problems with coastal project design is that never happens. We never have a beach nourishment project that disappears in six months or a borrow area that causes erosion and coastal engineers converge from around the country and say, wow, here's a project that went wrong. And I think that is one of the hurdles that we need to cross in order to do a better job of project design. * * * We have no clear definition of what a failed project is. So, that way you can never have one that fails. And to me, a failed project is one that does not meet the promises made in the design of that project. And a failed project is also one where there are impacts that occur as a result of the project that are not adequately mitigated or anticipated. Tr. 1150-1. When asked the question of whether there is a definition of a failed beach restoration project in the literature or that is generally accepted by the coastal engineering community, see tr. 1152, Dr. Young testified, "I have not seen one." Tr. 1152. He added, " I would assume they might offer a similar definition [to mine], if the project doesn't work the way we said it would, then we would consider that a failure. But there is certainly not large scale discussion of projects that did not perform as designed." Tr. 1152-3. Dr. Young, like Dr. Dally, did not perform any analysis to quantify any degree of erosion or decreased accretion. Nor has he ever performed modeling to analyze borrow area impacts in keeping with his view of the inutility of modeling for accurate prediction of beach impacts. Variance The "Variance" referenced in the Consolidated NOI concerns two related variances: one from rule 62- 4.242(2)(a)2.b., and the other from rule 62-4.244(5)(c). The northern boundary of the proposed borrow area is within Outstanding Florida Waters ("OFW"). That location led the County to seek a variance from the limitation in rule 62- 4.242(2)(a)2.b. that turbidity can exceed background conditions in OFW during permitted construction activity for no more than 30 days. Section (2) of rule 62-4.242 sets "standards applying to Outstanding Florida Waters." Subsection (a)2.b of section (2) of the rule reads as follows: (a) no Department permit . . . shall be issued for any proposed activity . . . within an [OFW] or which degrades an [OFW], unless the applicant affirmatively demonstrates that: * * * 2. The proposed activity . . . is clearly in the public interest, and . . . * * * b. the existing ambient water quality within [the OFW] will not be lowered as a result of the proposed activity . . . , except on a temporary basis during construction for a period not to exceed thirty days . . . . The County also sought a variance from rule 62- 4.244(5)(c) which governs mixing zones in surface waters and reads: In no case shall the boundary of a dredge and fill mixing zone be more than . . . 150 meters in radius in . . . bodies of water [other than flowing streams], where these distances are measured from the cutterhead, return flow, discharge or other points of generation of turbidity or other pollutants. Section 120.54(2) authorizes an agency to grant a variance as follows: Variances . . . shall be granted when the person subject to the rule demonstrates that the purpose of the underlying statute will be or has been achieved by other means by the person and when application of a rule would create a substantial hardship or violate principles of fairness. Nephelometric turbidity units ("NTUs") in OFWs cannot exceed zero at the edge of the 150 meter radius referenced in rule 62-4.244(5)(c). To keep NTUs at zero outside the 150 meter radius, the County "would have had to almost continually be shutting down . . . .[its hopper] dredge," tr. 415, because the turbidity plume created by the hopper dredge's activity would have regularly extended beyond the 150 meter radius. Use of a different type of dredge (such as a cutterhead) would not alleviate the need for the variances for the construction of the Project. A cutterhead dredge is substantially more expensive with regard to both mobilization costs and actual dredging: $15-$20 per cubic yard versus $8 per cubic yard for a hopper dredge. Cutterhead dredges, moreover, do not operate in waves as effectively as hopper dredges. In rough water, "a cutterhead would see much more down time and conditions [could cause] a cutterhead . . . to stop dredging and go into safe harbor into East Pass." Tr. 173. The variance from rule 62-4.244(5)(c), therefore, was needed because the standard size mixing zone would have created a substantial hardship for the County. In addition to outlining the substantial hardship, the County provided two additional bases in its application to justify the variances: (a) no resources in the area, such as hard bottom or sea-grass beds, would be affected by a turbidity plume and an expanded mixing zone; and (b) citation to the Pensacola Naval Air Station ("NAS") project claimed to be similar in that it involved OFW and had received a variance. Upon receipt of the application for the variances, the Department requested additional information to establish whether OK-A, in fact, would be within OFW and more analysis of the comparability with the Pensacola NAS project. The Department's engineering section determined that the comparability of the Pensacola NAS project was not adequately demonstrated because of a lack of detail about the hydrodynamics and mixing zone sizes of the two sites. Nonetheless, the staff responsible for making the final decision on the variances (and ultimately the Department) determined the County's information justifying the variances to be sufficient. In granting the variances, the Department did not rely on the County's comparison of the Project to the Pensacola NAS project. As explained by Dr. Edwards at hearing, "[H]aving the data . . . from an actual project to back up and . . . calibrate a mixing zone is an added bonus, but we just didn't have it in this particular case." Tr. 420. The Department based its decision, in part, however, on background knowledge from permitting of borrow areas and beach projects "all over the Panhandle," tr. 421, and the data gathered from them including "data from side scan sonar from seismic information all along this area." Id. Included in this background is knowledge of a similar mixing zone of 1,500 meters established for one of the Eglin AFB beach restoration projects which excavated OK-A with a hopper dredge and in which the 1500- meter mixing zone was determined to be appropriate. Independent of the information provided by the County, the decision, therefore, was founded on the Department's own knowledge that no resources would be impacted by an expanded mixing zone and that there was a comparable project in the area (not the Pensacola NAS project) that had been allowed a 1500- meter mixing zone. In applying the standard from section 120.54(2) related to the underlying intent of the rules at issue and the statutes, the Department determined that "[t]he Project in the OFW was clearly in the public interests, according to [section] 373.414 and the minimum Water Quality Standards, even within the mixing zone[,] would still be met." Tr. 421-2. There were at least two other mitigating factors that the Department entertained as support for its decision. First, because of the difficulty in controlling turbidity in open waters in the Gulf, the 1,500-meter mixing zone established by the Consolidated NOI actually "is on the small side," tr. 422, of a mixing zone for the dredging of a borrow area to serve a beach restoration project. Second, 29 NTUs is the maximum turbidity allowed in waters that are not OFW. An extended mixing zone to allow the County to exceed 29 NTUs outside OFW was not granted as part of the variances under the Consolidated NOI. Petitioners presented no evidence to rebut the testimony elicited by the Department and the County that the purpose of the statute underlying the rules from which the variances are sought will be met by other means and that the application of the rules will create a substantial hardship. Changed Site Conditions 267. Rule 62B-49.005(16) provides: If site conditions change during the processing of an application to such an extent that the data already provided can no longer be used to determine consistency as provided in this chapter, then the application shall be denied unless the applicant agrees to waive the 9-day time requirements of Chapter 120.60, Florida Statutes, and provides the additional information required to reanalyze the application. After the filing of the County's application, malfunction of British Petroleum's Deepwater Horizon offshore oil rig in the Gulf of Mexico led to the Oil Spill, a discharge of a massive amount of oil and natural gas into the Gulf of Mexico. No evidence was presented that showed the Oil Spill had caused impacts to the OK-A Borrow Area. The permit was revised, nonetheless, to add language in the wake of the Oil Spill that requires the County to visually inspect the borrow area prior to construction activity and to analyze sand samples from the borrow area. The County, therefore, plans to send a diver to collect samples to be analyzed for contamination. See tr. 175. Western Destin Erosion Control Line The requirement for an Erosion Control Line is in section 161.161: Once a project 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 . . . locate an erosion control line. * * * In lieu of conducting a survey, the board of trustees may accept and approve a survey as initiated, conducted, and submitted by the appropriate local government if said survey is made in conformity with the appropriate principles set forth in ss. 161.141-161.211. § 161.161(3), Fla. Stat. The Draft JCP as originally issued did not require the establishment of an ECL. It required the establishment of a Pre- project Mean High Water Line instead. The Second Revised Draft JCP dispensed with the requirement of a Pre-project MHWL. It requires that an ECL be established for all properties within the 1.7 miles stretch of beach in the Project area subject to beach restoration.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Environmental Protection enter a final order issuing the Joint Coastal Permit, Variance, and Sovereign Submerged Lands Authorization as revised during the course of these proceedings. DONE AND ENTERED this 29th day of June, 2011, in Tallahassee, Leon County, Florida. S DAVID M. MALONEY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 29th day of June, 2011.
